Mario Rodríguez - Portfolio

PORTFOLIO Experience | Project Samples

by mario RODRIGUEZ

Alexandria, 2021

PORTFOLIO Mario Rodríguez

Master Degree in Architecture

Virginia Polytechnic Institute and State University Washington-Alexandria Architecture Center Alexandria, VA

Bachelor Degree in Architecture University of Utah Salt Lake, UT

rodriguez.mario.e@gmail.com 801.669.67.41 Alexandria, 2021

PRO FESSIO NAL WORK

The Nordic

Minneapolis, MN

New Construction/Mix-Use Mix-Use LHB Corp., a large architecture firm in Minnesota, contacted HArtman-Cox Architects —a previous firm I was part of— to be in charge of the schematic design and Design Development of an office building, which is part of a new commercial development taking place in Minneaopolis. I was involved in this project from beginning to end of out scope of work. I developed numerous renderings and was involved in creating the Sketchup model. I was the one in charge of coordinating closely with LHB Corp.’s BIM manager in the elaboration of the Revit model and file sharing necessary for the project.

ARCHITECTURE PORTFOLI

ST AIR S1

C1 2

UP

W S4 2A

MF 17

RS 1

ABOVE. Main rendering that has been updated several times during the schematic design phase and also has been used to put out the new spaces for marketing.

MF 2A 3

WO ME N L

M

M.7 M.2

N

N.3

P

P.2

P.8

Q

Q.7

R

14

MF 2A 3

MF 2A 3

Level 5B 877' - 0"

KE

1

Level 6B 889' - 8"

Level 5B 877' - 0"

Level 3B 851' - 8"

Level 3B 851' - 8"

Level 2B 839' - 0"

Level 2B 839' - 0"

M3

1.3

Level 4B 864' - 4"

Level 4B 864' - 4"

TE

2

Level 7B 902' - 4"

Level 6B 889' - 8"

DW

3.4 3.3

Level 8B 915' - 0"

Level 7B 902' - 4"

S4 2A

5

Level 9B 927' - 8"

Level 8B 915' - 0"

M3 2A

6.2

Level 10B 941' - 0"

Level 10B 941' - 0"

ME N

9

Penthouse B 954' - 4"

Penthouse B 954' - 4"

Level 9B 927' - 8"

M3 2A

9.1

Top of Coping 958' - 6"

Top of Coping 958' - 6"

M3 1A

the new commer-

Penthouse Roof B 968' - 4"

Penthouse Roof B 968' - 4"

MF 2 3

M3 2A

S4

S

M3 2A

2

2

MF 17

MF ABOVE. Front view from Washington Avenue. The office building it to the right and building behind is also part of 1 3 MF cial developement.

2A 3 M3 1A

S4

SP ARCHITECTURE PORTFOLIO

S4 2A

Level 1B 822' - 0"

Level 1B 822' - 0"

Measuring Point Level .9B 818' -820' 6" - 0"

M3 2A

MARIO RODRIGUEZ

MARIO RODRIGUEZ

C1 2

M3 2A

Images: cuortesy of Hartman-Cox Architects

BOVE. Main rendering that has been updated several times during the schematic design phase and also has been used to put out the new spaces fo MF 2A 3

MF 1 3 M3 1A

MF 2A 3

Images: courtesy of United Properties, https://www.uproperties.com/properties/the-nordic/

IMF Bretton Woods Tennis Pavilion Germantown, MD

New Construction/Renovation Recreation The fundamental aspect of this project was to create a Tennis Clubhouse with very compact but pleasant amenities —including an exercise area— to serve the Bretton Woods and IMF community. To achieve this, we have made a comprehensive plan that was site-specific, compact, efficient and economical. From the beginning we saw on the site the main source of inspiration, gathering important information about the most prominent aspects of it, its topography, vantage points, and views and the sense for what makes this place special.

I was involved from first meeting with the owner (IMF) and the contractor (Therrien Waddell). We were called to create a great space with a tight budget. I was the only person involved in 3d presentation drawings and the final contract documents with Revit Architecture, and thus the BIM person in charge of coordinating the model with structural and MEP engineers.

BRETTON WOODS RECREATIO CENTER

RESERVED FOR MCDPS

3

A501

15700 RIVER RD, GERMANTOWN, MD 20874

GENERAL NOTES:

1.

Therrien Wadd

ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING. ALL INTERIOR DIMENTIONS ARE TO FACE OF FINISH MATERIAL. REFER TO PARTITION TYPES. RERER TO SHEET A711 FOR FLOOR FINISHES AND TRANSITIONS DETAILS.

2.

' 224

5

3.

A503

T.O. PLATE 240' - 7 1/8" ROOF T.O. ROOF 240' - 2 1/2"

252' - 1 1/2"

RIDGE FC1.1

GBR Architects, L 1' - 0 1/2"

2 A504

100 Lakeforest Blvd. Suit Gaithersburg, MD 2 301.770 therrienwadde

ASPH RIDGE VENT

' 222

500 Montgomery Street, Suite Alexandria, VA 2 703.836. gbrarch

ASPH SH

4

MG 1 DS 1

116

Structural Enginee 1200

T.O. PLATE 240' - 7 1/8"

TD

KEYNOTE LEGEND

1 A504

218.10'

' 220

2 CONC TD

116

INFILL OPENING WITH NEW MASONRY. MASONRY TO BE FLUSH WITH EXISTING ADJOINING ON BOTH SIDES OF THE WALL. REINFORCED CONCRETE, CAST IN PLACE, SEE STRUCTURAL TRENCH DRAIN, CHANNEL DRAIN SYSTEM WITH INTERLOCKING JOINTS BY PRO SERIES CHANNEL DRAIN SYSTEM. CUSTOMER SERVICE: (877) 301-5242

10' - 0"

10' - 0"

STO. J5 A702

FCS HP1

Mechanical Enginee MEP Engine

SECOND FLOOR 227' - 11 1/2"

STOREFRONT 1

2

20' - 2 1/2"

SECOND FLOOR 227' - 11 1/2"

RRWB-1 4' - 0"

3200 Lee H Arlington V P 800-9 2R

RSLM 1

-6

"

1'

-8

"

A503

5' - 0 1/8"

33°

3

210 North Lee Street, S Alexandria, V P 703-3 1200

ROOF 240' - 2 1/2"

9 EQ. R @ 6 11/16"

A503

1 A551

°

1

3 G004 11' - 5 3/8"

CHANGING ROOM

CHANGING ROOM

107

110

3' - 0"

11' - 1 1/4"

19' - 11 5/8"

5' - 3 1/8"

3' - 0"

0' - 3"

A702

114

G1.3

106

4' - 5 5/8"

8' - 8 5/8"

4' - 8 1/4"

1' - 5"

101B

7' - 9" 7' - 4 1/2"

G1.1

4 1

15' - 5 7/8"

7' - 9"

VESTIBLE

VESTIBLE

105

108

top\BRETTON WOODS\19006 - Bretton Woods Recreation Center.rvt

WOMEN'S

115

109

G1.1 HTTPS://WWW.KMSHEETMETAL.COM/ONLINE-STORE/PLAIN-SQUARE-ALU MINUM-DOWNSPOUT-P56101207?NETWORK=G&DEVICE=C&KEYWORD=& CAMPAIGN=1654177140&ADGROUP=PLA-293946777986&GCLID=CJ0KCQI ASBRXBRDPARISAANNZ_OE4H6LHZYET_C6F65FM1JIFFFJSJPSVA8NQMB 1 TYNJIUDEQQDY1W0IAAIVEEALW_WCB A302

FCS HP1

FIBER CEMENT HORIZONTAL SIDING - LAP SIDING: ARTISAN HZ5 LAP SIDING AS MANUFACTURED BY JAMES HARDIE BUILDING PRODUCTS, INC. TYPE: 7-1/4 INCHES (184 MM) WITH 6 INCHES (152 MM) EXPOSURE. 1 A501 PROVIDE TRIM AS INDICATED ON DRAWINGS TO INCLUDE: HARDIETRIM HZ5 BOARDS AND HARDIETRIM HZ BOARDS, HARDIETRIM HZ5 FASCIA G1.1 BOARDS, HARDIETRIM HZ5 CROWN, ARTISAN HZ5 ACCENT TRIM. PROVIDE FACTORY APPLIED UNIVERSAL PRIMER BY JAMES HARDIE.

UP

G1.1 4' - 0"

MG 1

108

3' - 0"

10' - 6 3/4"

H3 A702

3' - 0"

4' - 0"

5' - 6 1/2"

BREEZEWAY 3 G004

G1.1

CONC

7' - 11 1/8"

18' - 0"

1' - 2 3/4"

22' - 8 7/8" 49' - 10 5/8"

112https://www.kmsheetmetal.com/online-store/Aluminum-0-027-K-Style-Gutter-p55

207717 PELLA IMPERVIA, DIRECT SER FIXED FRAME RECTANGLE. DURACAST®, BLOCK, NO FOAM INSULATED, 3 ¼”, 1 5/16”. GLASS INSULATED DUAL LOW-E ADVANCED LOW-E INSULATING GLASS ARGON NON HIGH ALTITUDE. U-FACTOR 0.27, SHGC 0.31. VLT 0.60, CPD PEL-N-257-00018-00001, PERFORMANCE CLASS CW, PG 50, CONC CALCULATED POSITIVE DP RATING 50, CALCULATED NEGATIVE DP RATING 55, YEAR RATED 11.

4' - 10 7/8"

3

1

WDW-FG 1

23

ASPH RIDGE VENT

N

Date

Revisions: INTERIOR STAIR - SECTION 1 Permit Review 2 1/2" = 1'-0"

10.02

T.O. ROOF RIDGE 252' - 1 1/2" FCS HP1

ASPH SH

MG 1

PELLA® IMPERVIA, DIRECT SET FIXED FRAME RECTANGLE WINDOW WITH GLAZING. IMPERVIA DIRECT SET, STANDARD, DURACAST®, 4'BLOCK, - 4 3/8" NO FOAM INSULATED, 3 ¼”, 1 5/16”. GLASS INSULATED DUAL LOW-E ADVANCED LOW-E INSULATING GLASS ARGON NON HIGH ALTITUDE. U-FACTOR 0.27, SHGC 0.32. VLT 0.61, CPD PEL-N-257-00014-00001, PERFORMANCE CLASS CW, PG 50, CALCULATED POSITIVE DP RATING 50, CALCULATED NEGATIVE DP RATING 55, YEAR RATED 11. FRAME IS DURACAST®FIBERGLASS COMPOSITE. INTERIOR AND EXTERIOR FINISH POWDER-COAT PAINT: BLACK. OVERALL FRAME 0' 2' 4' 8' DEPTH IS 3-1/4”. NOMINAL WALL THICKNESS OF DURACAST FIBERGLASS COMPOSITE MEMBERS IS .070” TO 0.135” THICK. NO GRILLE. STANDARD FIN, FACTORY APPLIED, NO EXTERIOR TRIM. https://professional.pella.com/windows/product-details/fixed-frame-impervia

Issue:

Description:

Date:

1

Schematic Design

10.25.2

2

Design Development

12.12.2

3

Permit

01.27.2

4

Bidding

02.18.2

WDW-FG 1

T.O. PLATE 240' - 7 1/8" ROOF 240' - 2 1/2"

WDW-FG 1 FCP HP1 FCS HP1

3 2

DS 1

6K- 0.27 PRE-FINISHED KYNAR ALUMINUM DARK BRONZE COLOR: BY K&M SHEET METAL OR APPROVED EQUAL.

STOREFRONT 1

140

3 G004

2 A301

FIRST FLOOR PLAN 1/4" = 1'-0"

JAN

G1.3

80' - 10 7/8"

1

112

G1.2

12' - 11 5/8"

2' - 10"

4' - 2 7/8"

3' - 3 1/2"

0.27 PRE-FINISHED KYNAR ALUMINUM DARK BRONZE COLOR: BY K&M SHEET METAL OR APPROVED EQUAL.

115

105

G1.1 4' - 1"

FIBER CEMENT PANELS -HARDIEPANEL HZ5 SIDING AS MANUFACTURED

BY JAMES HARDIE BUILDING PRODUCTS, INC. TYPE: SMOOTH VERTICAL SIDING PANEL 4 FEET BY 8 FEET (1219 MM BY 2438 MM). PROVIDE TRIM AS INDICATED ON DRAWINGS TO INCLUDE: HARDIETRIM HZ5 BOARDS G1.1 AND HARDIETRIM HZ BOARDS, HARDIETRIM HZ5 FASCIA BOARDS, HARDIETRIM HZ5 CROWN, ARTISAN HZ5 ACCENT TRIM. PROVIDE FACTORY APPLIED UNIVERSAL PRIMER BY JAMES HARDIE.

114

MEN'S

TENNIS PRO SHOP

2 1

3 1

FCP HP1

COUNTER G1.3

JAN

1' - 6 1/8"

https://www.certainteed.com/residential-roofing/products/landmark-solaris-platin um/

3 G004

COUNTER

FOUNDATIONS 215' - 6 1/2"

P:\19006 - Bretton Woods Recreation Center\Drawings\0-Working File\19006 - B

111

DS 1STAIR

6' - 7 1/2"

4 G004

MECH

3 G004

2

3 G004

7' - 4 1/2"

4 G004

2 G1.4

3' - 7 1/2"

5' - 1 1/2"

M1.1

G1.4

G1.3

104

101

3' - 9 1/2"

G1.2 3 G004

G1.4

G1.3 1' - 10 1/2"

11' - 5 3/8"

1' - 6"

G1.2 3 G004

G1.2

23' - 2 3/8" 10

9' - 6"

1' - 8 1/2"

4 G004

J4 A702

KEYNOTE LEGEND

4

GRANULE SURFACED ASPHALT SHINGLE ROOFING BY CERTAINTEED. G004 PROVIDE CERTAINTEED LANDMARK SOLARIS SHINGLES: CONFORMING TO ASTM 3018 TYPE I – SELF-SEALING; UL CERTIFICATION OF ASTM D 3462, ASTM D 3161/UL 997 WIND RESISTANCE; UL 2390/ASTM D 6381 CLASS H WIND RESISTANCE; UL 790 CLASS A FIRE RESISTANCE; ENERGY STAR RATED CA TITLE 24 PART 6 (COOL STEEP SLOPE ROOFING) SOLAR REFLECTIVE INDEX (SRI) RATING OF 29; CSA STANDARD A123.5; ASTM E408 TE RATING OF .95,CRRC INITIAL SR OF 111.26. WEIGHT: 250 POUNDS PER SQUARE (100 SQUARE FEET). COLOR : COASTAL TAN. 8' - 10"

1' - 8 1/4" 9' - 5"

5' - 3 1/8" 4' - 2 7/8" 4' - 2 1/2"

0' - 7 1/8" 1' - 7 3/4"

3' - 4"

4' - 2 1/2" 5' - 7" 1' - 8 1/2"

5 1

104

103

103

101A

ASPH SH

16' - 5 1/4"

1' - 8 1/4" 9' - 5 7/8"

STO.

1' - 6"

4' - 8 1/4"

36' - 10 3/8"

1 A322

4' - 4 3/8"

19' - 7 5/8"

6 1

ELEC

3

G1.3

G1.2

22' - 8 7/8" 17' - 7 1/2"

24' - 0"

1' - 6 1/8"

102

2 A302

18' - 0"

A503

OFFICE 102

18' - 0"

7' - 11 1/8"

G1.2

2

11 A702

7' - 11 1/8"

5' - 0 3/8"

7 1

1 1

FIRST FLOOR 217' - 4 1/2"

FIRST FLOOR 217' - 4 1/2"

30' - 5 7/8"

1' - 2 3/4"

G1.1

2 A321

G1.1

3 A321

54' - 3"

3' - 0"

4' - 1"

5' - 5"

3' - 3 1/2"

15' - 5 1/4"

5' - 2 3/4"

7' - 5 1/8"

1 A552

A321

80' - 10 7/8" 3' - 9 1/2"

1' - 7 1/2"

0"

5' - 6 7/8"

1 A301 84

5' -

4' - 2 1/2"

0" -1 5'

' 218

12 EQ. R @ 6 11/16"

7'

4' - 0"

CONC

UP

Drawing Title: SECOND FLOOR FIRST FLOOR 227' - 11 1/2"

PLAN

WDW-FG 1 WDW-FG 1

STREET 224' - 0"

Drawing Scale: As indicated

Project No. :

FIRST FLOOR 217' - 4 1/2"

19006

16' FOUNDATIONS 215' - 6 1/2"

Date:

01.27.20

Drawing No. :

A111 2

© 2019 GBR Architects, LLC.

C:\Users\Mario\Desktop\BRETTON WOODS\19006 - Bretton Woods Recreation Center.rvt

S

500 Montgomery Street, Suite 200 Alexandria, VA 22134 703.836.9775 gbrarch.com

3

2

A501

A501

RESERVED FOR MCDPS

1

Structural Engineers 1200 AE

7' - 4"

2

G1.1

0' - 4 3/8"

G1.1

2

G1.1

1

G1.1

Mechanical Engineers

MEPRD, Engineer 15700 RIVER GERMANTOWN, MD 20874 3200 Lee Highway Arlington VA 22207 P 800-948-1748 2RW.com

112

100 Lakeforest Blvd. Suite 600 Gaithersburg, MD 20877 301.770.2275 therrienwaddell.com

G1.1

A321

A321

BR W RECR CE

T.O. ROOF RIDGE 252' - 1 1/2"

RC1.1

Therrien Waddell

STAIR

1' - 0"

2

2

DN 2

RESERVED FOR MCDPS

4' - 0"

8' - 4 3/8"

2 A501

3

9 EQ. R @ 6 11/16"

15' - 4"

RC1.1

A321

4' - 0"

4' - 0"

8 EQ. T @ 11"

2

210 North Lee Street, Suite 210 Alexandria, VA 22314 P 703-350-4151 1200ae.com

1' - 0"

1' - 0" 4' - 0"

T.O. ROOF RIDGE 252' - 1 1/2"

BRETTON WOODS RECREATION CENTER

1570 GERM

2 2

10 3 G004 A321

GBR Architects, LLC

2

500 Montgomery Street, Suite 200 Alexandria, VA 22134 703.836.9775 gbrarch.com

FCS HP1 7' - 8"

AREA OF REFUGE

7' - 10 7/8"

11' - 6 1/4"

8' - 5"

G1.1

ST-GR1

3' - 0"

2

DS 1

3' - 5"

EXERCISE ROOM

RRWB-1

4 3'o- 2"

3'o- 8"

EPDM

INTERIOR STAIR SECOND FLOOR PLAN 1/2" = 1'-0" FCS HP1

Issue:

210 North Lee Street, Suite 210 Alexandria, VA 22314 P 703-350-4151 1200ae.com Date: Description:

1

Schematic Design

2

Design Development

12.12.2019

3

Permit

01.27.2020

10.25.2019

EPDM

2 3' - 10"

S

INSUL R1

4' - 0"

G1.1

6 1

Drawing Scale:

12' - 3"

34' - 9"

INSUL 1

1' - 0"

WATER HOSE EXHAUST AIR LOUVER

INTERIOR STAIR - SECTION 2 1/2" = 1'-0"

1 1

A321

A321

G1.1

EPDM FCS HP1

Date:

Project No. :

01.27.2020

19006

FIBER CEMENT PANELS -HARDIEPANEL HZ5 SIDING AS MANUFACTURED BY JAMES HARDIE BUILDING PRODUCTS, INC. TYPE: SMOOTH VERTICAL SIDING PANEL 4Revisions: FEET

PROVIDE FACTORY APPLIED UNIVERSAL PRIMER BY JAMES HARDIE.

GB 5/8-X CPT 3

SECOND FLOOR 227' - 11 1/2"

2

KEYNOTE LEGEND

INTERIOR STAIR FIRST FLOOR PLAN BY 8 FEET (1219 MM BY 2438 MM). PROVIDE TRIM AS INDICATED ON DRAWINGS TO 1/2" = 1'-0" 4 INCLUDE: HARDIETRIM HZ5 BOARDS AND HARDIETRIM HZ BOARDS, HARDIETRIM 3 HZ5 FASCIA BOARDS, HARDIETRIM HZ5 CROWN, ARTISAN HZ5 ACCENT TRIM. A321

GB 5/8 WR

RST 1 Bretton Woods Recreation Center.rvt

GB 5/8-X

1/2" = 1'-0"

FCP HP1 3 2

GYPSUM BOARD WATER-RESISTANT. 5/8” X 4’ X 8’ TAPERED SILENTFX® QUICKCUT™ GYPSUM BOARD BY CERTAINTEED OR APPROVED EQUAL. GYP BD MUST COMPLY WITH THE FOLLOWING PRODUCT STANDARDS: ASTM C1396, ASTM C1629, ASTM C840, GA-216. https://www.certainteed.com/drywall/products/silentfx-quickcut-drywall/ Issue: 5/8" THICK TYPE “X” FIRE CODE GYPSUM BOARD ASPH SH 24” × 24” MODULAR TILE CARPET COLLECTION: CONNECTED. COMMUNITY 52206 BY 1 MANNINGTON. STOREFRONT 1 2 Epdm Sheet Waterproofing FIBER CEMENT HORIZONTAL SIDING - LAP SIDING: ARTISAN HZ5 LAP SIDING AS 3 MANUFACTURED BY JAMES HARDIE BUILDING PRODUCTS, INC. TYPE: 7-1/4 INCHES 4 (184 MM) WITH 6 INCHES (152 MM) EXPOSURE. PROVIDE TRIM AS INDICATED ON

DrawingDate: No. :

A501

Window Submittal Review

10.08.2020

© 2019 GBR Architects, LLC.

WDW-FG 1 2

Description:

Date:

Schematic Design

10.25.2019

Design Development

12.12.2019

Permit

01.27.2020

Bidding

02.18.2020

INSUL 1

FC1.1

CPT 3

Revisions:

2

FCS HP1

GB 5/8

INSUL R1 FCS HP1

INSUL 1 INSUL R1

10' - 7"

4 2

4

PLYWD 5/8 SH RSLM 1

4 1

RST 1

ST-WALL-(E) WDW-FG 1 FIRST FLOOR 217' - 4 1/2"

APA EXTERIOR GRADE PLYWOOD SHEATHING BOARDS, 5/8” THICK BUILDING RUBBER STAIR LANDING MAT. FIESTA LINE, F401 CAMELLO BY ROPPE. PROVIDE VULCANIZED AND COMPRESSION-MOLDED FROM A HIGH GRADE SYNTHETIC RUBBER COMPOUND THAT IS SOLID, HOMOGENEOUS AND DURABLE. MAT TO FULLY CONFORM WITH ASTM F-2169, TYPE TS. SIZE:1/8” GAUGE, 12”X12” OR 27”X27” ARE ACCEPTABLE.

GB 5/8-X

1' - 10"

WF 2x6@16

Issue:

Des

1

Sche

2

Desig

3

Perm

4

Biddi

GB 5/8 WR

ELEVATIONS

RUBBER STAIR TREAD AND RISER. FIESTA LINE, F401 CAMELLO BY ROPPE. PROVIDE VULCANIZED AND COMPRESSION-MOLDED FROM A HIGH GRADE SYNTHETIC RUBBER COMPOUND THAT IS SOLID, HOMOGENEOUS AND DURABLE. Drawing Scale: TREADS TO FULLY CONFORM WITH ASTM F-2169, TYPE TS. PROVIDE RUBBER 1/4" = 1'-0" STAIR RISER

ST-WALL-(E) CPT 3

EXISTING STONE FOUNDATION WALL Date: Project No. : PELLA® IMPERVIA, DIRECT SET FIXED FRAME RECTANGLE WINDOW WITH GLAZING. 01.27.2020 IMPERVIA DIRECT SET, STANDARD, DURACAST®, BLOCK, NO FOAM INSULATED, 19006 3 ¼”, 1 5/16”. GLASS INSULATED DUAL LOW-E ADVANCED LOW-E INSULATING GLASS Drawing No. : ARGON NON HIGH ALTITUDE. U-FACTOR 0.27, SHGC 0.32. VLT 0.61, CPD PEL-N-257-00014-00001, PERFORMANCE CLASS CW, PG 50, CALCULATED POSITIVE DP RATING 50, CALCULATED NEGATIVE DP RATING 55, YEAR RATED 11. FRAME IS DURACAST®FIBERGLASS COMPOSITE. INTERIOR AND EXTERIOR FINISH POWDER-COAT PAINT: BLACK. OVERALL FRAME DEPTH IS 3-1/4”. NOMINAL WALL THICKNESS OF DURACAST FIBERGLASS COMPOSITE MEMBERS IS .070” TO 0.135” THICK. NO GRILLE. STANDARD FIN, FACTORY APPLIED, NO EXTERIOR TRIM. © 2019 GBR Architects, LLC. https://professional.pella.com/windows/product-details/fixed-frame-impervia

A301

FOUNDATIONS 215' - 6 1/2"

WALL SECTION 3/4" = 1'-0"

REINFORCED CONCRETE FOOTING AT RETAINING WALL, SEE STRUCTURAL DRAWINGS DSCERTAINTEED 1 5/8” X 4’ X 8’ TAPERED SILENTFX® QUICKCUT™ GYPSUM BOARD BY OR APPROVED EQUAL. GYP BD MUST COMPLY WITH THE FOLLOWING PRODUCT STANDARDS: ASTM C1396, ASTM C1629, ASTM C840, GA-216. https://www.certainteed.com/drywall/products/silentfx-quickcut-drywall/ FCS HP1 INSULATION, R30 FACED BATT -10" THICK ENERGY-EFFICIENT THERMAL INSULATION BOARD COMPOSED OF A CLOSED-CELL POLYISOCYANURATE (POLYISO) FOAM CORE BONDED TO REINFORCED ALUMINUM FOIL FACERS ON EACH SIDE BY RMAX R-MATTE® PLUS-3. INSULATION TO HAVE AN R-VALUE OF 13.1 PER 2 INCH THICKNESS. INSULATION BOARD MUST HAVE A REFLECTIVE SURFACE, WIT OTHER SIDE COATED TO HAVE A NON-REFLECTIVE WHITE MATTE SURFACE. FOR ADDITIONAL RADIANT BARRIER PROPERTIES, INSTALL SILVER SIDE AGAINST AIR SPACE. INSULATION MUST COMPLY WITH ASTM C1289 TYPE I, CLASS 1 AND 2, INTERNATIONAL BUILDING CODE (IBC) SECTION 2603, FOAM PLASTIC, ASHRAE 90.1, TESTED PER NFPA 286 (ICC-ES AC12 APPENDIXDrawing B) Title:

10' - 7"

FTG-RW

INSUL 1 PLYWD 5/8 SH

Permit

SECOND FLOOR 227' - 11 1/2"

DRAWINGS TO INCLUDE: HARDIETRIM HZ5 BOARDS AND HARDIETRIM HZ BOARDS, HARDIETRIM HZ5 FASCIA BOARDS, HARDIETRIM HZ5 CROWN, ARTISAN HZ5 ACCENT TRIM. PROVIDE FACTORY APPLIED UNIVERSAL PRIMER BY JAMES HARDIE.

WF 2x6@16

SOUTH ELEVATION 1/4" = 1'-0"

FCS HP1

UP

G1.1

G1.1

3 1

INSUL R1

STAIR PLANS & DETAILS

8' - 4 3/4"

GB 5/8

EXHAUST AIR LOUVER

RSLM 1

Drawing Title:

1' - 0" 8' - 2" 9 EQ. T @ 11" 10 EQ. R @ 6 11/16"

A501

2

2

7 1

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

G1.1

2

2

Mec

WF 2x6@16 INSUL 1

RST 1 (TYP) WSPF-1

ROOF 240' - 2 1/2"

PLYWD 5/8 SH

WDW-FG 1

G1.1

2

NORTH ELEVATION 1/4" = 1'-0"

4' - 0"

T.O. PLATE 240' - 7 1/8"

34' - 9"

4' - 0"

5 1

8' - 4 3/4"

7' - 6"

0' - 4 3/8"

FC1.1

4' - 0"

3' - 2"

INSUL 1

2

4' - 0"

4' - 0"

6' - 8"

8' - 2"

0' - 4 3/4"

ROOF 240' - 2 1/2"

7 G004

G1.1

St

3200 Lee Highway Arlington VA 22207 P 800-948-1748 2RW.com

3 A501

7' - 4"

GBR

4 Bidding 02.18.2020 Mechanical Engineers MEP Engineer

FC1.1

PLYWD 5/8 SH

T.O. PLATE 4 240' - 7 1/8"

FCP HP1

0' - 4 3/4"

3' - 2"

3' - 8"

RSLM 1 FC1.1

09.16.2020

NOMINAL 2x4 WOOD FRAMING @ 16” ON CENTER

FTG-RW

Drawing Title

WALL SE

FIRST FLOOR 217' - 4 1/2" 1' - 10"

INSUL R1

Permit Review

Structural Engineers 1200 AE

212

205

SSC-HR1

2

Date:

Revisions:

G1.1

12' - 3"

FCP HP1

11' - 6 1/4"

FC1.1

Drawing Sca 3/4" = 1'-0" FOUNDATIONS 215' - 6 1/2"

Project No. 19006

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WALL SECTION 3/4" = 1'-0" © 2019 GBR

P:\19006 - Bretton Woods Recreation Center\Drawings\0-Working File\19006 - Bretton Woods Recreation Center.rvt

Oakwood School Annandale VA

Renovation/ Planning Pre K-8 Educational An on-going multi-year project to renovate, alter and provide a major addition to the Oakwood School in Annandale Virginia. The Oakwood School is a coed day school that serves grades Pre K through 8. The School provides a multisensory educational program where students with learning differences achieve their unique academic and social potential in a nurturing community environment. The school is located in a residential neighborhood and one of the existing buildings was a church. The church structure had previously been adapted as a school and currently serves as part of the school. As part of the scope of work, the design team—in which I was part of— proposed a Master Plan that included the renovations of many of the existing buildings and a new addition to house a gymnasium, classrooms, offices and a large multipurpose room.

For the last 3 years I was able to be part of the design team. We came-up with a phasing system that would allow fund-raising and also school activities continue normally without the construction being an impediment. As the person with most knowledge on BIM technologies, I created, did quality control and coordinated with consutants throughout all the phases of the project, which is still in progress.

i

4 A502

E2

8' - 3"

5' - 2 7/8"

5' - 6 7/8"

9 TREADS @ 11"

1' - 0"

4 A321

DN

5' - 3 5/8" 10' - 10 1/2"

SECOND FLOOR " 4' - 10

DN

1' - 1"

1' - 0"

" 7' - 3 5/8

A502

1 1/2 X 1 1/2 STL TUBE TOP POST. PAINT

STAIR C-2 - SECOND FLOOR PLAN 1/4" = 1'-0"

1/2" X 1/2" STL TUBE PICKET. PAINT. SPACE PICKETS EVENLY BETWEEN POSTS, MAXIMUM SPACING 4" O.C.

1' - 0"

3

8' - 3"

" 2' - 1 1/8

4' - 10"

9

9.1

METAL ROOF ATTACHED TO Z-PURLINS SEE PEMB

9.9

B EQ

EQ

B.1

C 2 A402

10.9 11 GYM ROOF HI 36' - 0"

D

NORTH ENTRY ROOF

ADDITION ROOF

4

GYM ROOF LO 29' - 8"

A321

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3/8" 10' - 9 " 6' - 2 1/2

5' - 3 5/8"

F.1

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1 1/2 X 1 1/2OPP STL TUBE TOP RAIL. PAIN 3 A402

WALL CUT AT AN ANGLE

GBR Archit

500 Montgomery St Alexan

CONNECTOR ROOF

CONNECTOR BEARING 1/2" X 1/2" STL TUBE PICKET. PAINT. 22' - 6"

MUSIC ROOM

7" MAX

3

GYM 107 7413 SF

A502

EC

CORRIDOR

RECEPTION

C-1

STR A

TYPICAL

101

VESTIBULE

PROVIDE STIFFENER IN STRINGER OR CENTER LINE OF POST. PAINT.

SECOND FLOOR 10' - 10 1/2" CONC FILLED MTL STL TREAD

11"

PAINTED STEEL HANDRAIL

223

223

1/2" REVEAL AT DRYWALL ONLY GYM LOBBY 107 139 DRYWALL ENCLOSURE WHERE NOTED

100

BLDG ENG OFFICE 16 142

Structural E

210 North Lee St Alexan

SECOND FLOOR 10' - 10 1/2"

2RW Energy

PAINTED STEEL HANDRAIL MEP E BRACKET BEYOND, TYP

2750 Prosperity Fai

STL STRINGER PAINT

FIRST FLOOR 0' - 0"

1"

11/2"

CLASSROOM 10

CLASSROOM 10

201

203

/2"1/2" 0' 1-11

MULTI-PURPOSE ROOM/LUNCHROOM

/2"1/2" 0' 1- 11

" 2' - 5 7/8

UP

7210 BRADDO

ANNANDALE, V

PAINTED STEEL GUARDRAIL POST BE

1 1/2 X 1 1/2 STL TUBE ADDITION ROOF BTM 26' RAIL. - 2" PAINT.

WALL RETURNS

AA

1 A402

1 1/2 x 1 1/2 STL TUBE PICKET, PAINT. SPACE PICKETS GYM ROOF EVENLY BETWEEN POSTS, MAXIMUM SPACING 4" O.C.

EB

1' - 0"

0' - 0"

4

1' - 0"

9 TREADS @ 11" GYM ROOF

5' - 0"

3.9

NORTH ADDITION TPO ROOF ON PEMB DECK

1/ " 2

1.1

A321

OAKWO SCHO EXPANS

SEE MECH FOR DUCT PENETRATIONS

PARAPET BEYOND

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2"

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2 A401

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METAL ROOF A502 ATTACHED TO E2 Z-PURLINS 2 SEE PEMB

3'-6"

1 A401

1 1/2 x 1 1/2 STL TUBE TOP RAIL. PAINT

PAINTED STEEL HANDRAIL TYP

0'1-1/12"1/2"

4 A401

VARIES

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REFER TO FLOOR PLANS FOR FOR SPECIFIC WALL TYPE

1 1/2 X 1 1/2 STL TUBE TOP RAIL. PAINT

2' - 10" 2'-10"

DS 9 TREA

@ 11"

3' - 6"

8' - 3"

7" MAX

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FIRST FLOOR 0' - 0"

Web

TYPICAL

1

NEW CONSTRUCTION

STAIR C-1 - FIRST FLOOR PLAN 1/4" = 1'-0"

7

STAIR 'C' RAILING ELEVATION 1 1/2" = 1'-0"

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Kirk Landscape

NEW CONSTRUCTION

TYP STAIR RAILING DETAIL 1 1/2" = 1'-0"

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2107 Mount V Alexan Website:

1

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GYM LONG SECTION AT CONNECTOR 1/8" = 1'-0"

Walter Civil

20 Falls Church,

Website: w

B.6

B.7

4 4 A321 A403

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EB

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American Pre-Eng Metal

A502

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A321

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7200 N. Lake Columb

3

WALL CUT AT A DIAGONAL

Website: www.america

A601

EAST STAIR ROOF

GYM ROOF GYM ROOF LO 29' - 8"

NORTH ADDITION ROOF

4

FIRST FLOOR 0' - 0"

MEN'S RESTROOM

RESTRM VESTIBULE

C-2

121

159

WALL SECTION - GYM WEST WALL

STAIR C LONG SECTION 1/4" = 1'-0"

4

4 A402

2' - 10"

EXISTING ENTRY @ 264.00 5' - 3 5/8"

BLDG SECTION THRU EAST STAIR 1/8" = 1'-0"

FIRST FLOOR

2

WALL SECTION - GYM EAST WALL SCALE: 3/4" = 1'-0"

STAIR C - SHORT SECTION 1/4" = 1'-0"

NEW FOUNDATION AND FOOTING FOR NEW TUBE STEEL COLUMNS IN WALL

6

Bid Set

FIRST FLOOR 0' - 0"

UNUSUALLY LOW EXISTING FOOTING DUE TO FORMER CREEK

EXISTING EXTERIOR WALL TO BE PARTIALLLY REMOVED - SEE DEMO

Drawing Title:

WALL SECTION

NEW

1' - 0"

Drawing Scale:

3/4" = 1'-0"

0' - 0"

3

Permit Set

SECOND FLOOR 5 85% Construction 10' - 10 1/2"

107

3' - 6"

CORRIDOR

6' - 8"

10' - 10 1/2"

FIRST FLOOR 0' - 0"

SCALE: 3/4" = 1'-0"

DD-Revised

126

SECOND FLOOR

5' - 6 7/8"

4' - 10"

Design Developme

BREAKOUT 4

10 RISERS @ 6 3/4"

ENTRY @ 264.00 5' - 3 5/8"

Schematic Design

2 3 4

3' - 6"

NEW

ENTRY @ 264.00 EXISTING 5' - 3 5/8"

1

222

GYM

SECOND FLOOR 10' - 10 1/2"

8 A502

BREAKOUT ROOM 7

TUBE STL BEAM

EXTERIOR

130 EXTERIOR FIRST FLOOR 0' - 0" SECOND FLOOR 10' - 10 1/2"

OPP E2.5

CLASSROOM 3

C-2

1 3

210

C-7

5' - 3 5/8"

BLDG SECTION - NORTH ADDITION 1/8" = 1'-0"

CORRIDOR

NEW HANDRAILS AND GUARDRAILS INTERIOR

CORRIDOR

INTERIOR

WOMEN'S

217

EXTERIOR

CONNECTOR BEARING 22' - 6"

Issue:Description:

CLASSRM ROOF 22' - 0"

CLASSROOM 6

SECOND FLOOR 10' - 10 1/2"

5' - 6 7/8"

115

S2-C

10 RISERS @ 6 3/4"

WC

111

3' - 6"

SICK RM

C-1

CLASSRM ROOF 22' - 0"

STAIR C

209

7 NEW A502 HANDRAILS UNISEX WC ANDCORRIDOR GUARDRAILS 116 C-2

2' - 10"

CORRIDOR

104

3' - 6"

OFFICE 3

206

5' - 3 5/8"

STAIR C-2

STAIR NEW C-1CONSTRUCTION

3

CONNECTOR ROOF

MEN'S

10 RISERS @ 6 3/8"

203

CLASSROOM ROOF

10 RISERS @ 6 3/8"

KITCHENETTE

2' - 10"

10' - 10 1/2"

EXISTING SLAB

MECH SCREEN

LO ROOF BEARING 21' - 9 1/4" CLASSRM ROOF 22' - 0"

MULTI-PURPOSE ROOM/LUNCHROOM SEE REFERENCE PLAN FOR PARTITION AND DOORS

ADDITION ROOF 26' - 2"

8' - 6"

EXISTING ROOF

Project No.:

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4

SCALE: 3/4" = 1'-0"

5

WALL SECTION SCALE: 3/4" = 1'-0"

STAIR C - LONG SECTION 1ST RUN 1/4" = 1'-0"

ii

Gonzaga Jesuit Rectory Washington DC

Interior Renovation Residential The renovation of the historic Jesuit Rectory at Gonzaga College High School gave some experience on residentail in a different sense than usual, not multi or single-family, but in understanding a community of clergymen.

The 5 story brick structure is an elegant example of well-crafted Victorian architecture brickwork with elegant interior rooms. The renovation turned the lower level into a Counseling and Spirituality Center and the upper floors were reconfigured to provide more amenable facilities for the residents, including ADA compliant bathrooms and new finishes throughout. Main features of the renovation include a New Chapel for the resident priests, new dining facilities and a completely renovated kitchen. Site work includes creating new entrances to the lower floors, new light wells and proper waterproofing for the building.

I worked hand in hand with the project architect who mentored me throughout the whole project, from code analysis, to understanding waterproofing in historical buildings.

Sidgmore Pool Pavilion

Potomac, MD

Renovation Residential This enclosed pool pavilion is a simple modern glass and steel structure that compliments an elegant and traditional, English-style home. The existing residence, with its lovely steep slate roofs, stone walls and white aesthetic creates the perfect setting for this new modern addition. Veils of glass allow for astonishing views of the pond and the trees on the property while also providing indoor access to the existing pool house west of the pavilion.

This great project was a colaboration between the design firm O’Neill Development, well-known for their residential artistry.

I came in later in the development of this project, replacing one of the designers who was in an accident. I was able to join in, quickly know the project and adjust to the pace and the elements that are involved in the design and construction of a large single-family residence.

Rockville, MD 208

GBR Architects

500 Montgomery Street, Su Alexandria, VA 703 836 703 836

Macris, Hendrics & Glascock Surveyor/Civil En

9220 Wightman Road, Su Montgomery Village, MD 301.670

McMullan & Associate Structural En

11800 Sunrise Valley Drive, S Reston, V 703.556

ISSUED FOR:

Description:

Da

1

Concept

01

2

DD Set

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Permit

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Drawing Title:

Sidgmore Pool Pavilion

GROUND FLOOR PLAN

9505 Persimmon Tree Rd Rockville, MD 20854 Drawing Scale:

1/4" = 1'-0"

GBR Architects, LLC 500 Montgomery Street, Suite 200 Alexandria, VA 22314 703 836 9775 v 703 836 9783 f

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Project No.:

19002

EAST ELEVATION

A1

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

Macris, Hendrics & Glascock, P.A. Surveyor/Civil Engineer 9220 Wightman Road, Suite 120 Montgomery Village, MD 20886 301.670.0840 v

McMullan & Associates. Inc. Structural Engineer

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Description:

Date:

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Rockville, MD 20854

GBR Architects, LLC 500 Montgomery Street, Suite 200 Alexandria, VA 22314 703 836 9775 v 703 836 9783 f E

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Macris, Hendrics & Glascock, P.A. Surveyor/Civil Engineer 9220 Wightman Road, Suite 120 Montgomery Village, MD 20886 301.670.0840 v

McMullan & Associates. Inc. Structural Engineer 11800 Sunrise Valley Drive, Suite 430 Reston, VA 20191 703.556.0651 v

Sidgmore Pool Pavilion 9505 Persimmon Tree Rd Rockville, MD 20854

GBR Architects, LLC

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500 Montgomery Street, Suite 200 Alexandria, VA 22314 703 836 9775 v 703 836 9783 f G

Macris, Hendrics & Glascock, P.A. Surveyor/Civil Engineer 9220 Wightman Road, Suite 120 Montgomery Village, MD 20886 301.670.0840 v

McMullan & Associates. Inc. Structural Engineer

Description:

11800 Sunrise Valley Drive, Suite 430 Reston, VA 20191 703.556.0651 v

Date:

1

Concept

01-31-2019

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DD Set

04-19-2019

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Permit

07-09-2019

S L I D E

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Drawing Title:

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A401 1

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AS NOTED Project No.:

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PLAN - STAIR B SCALE: 3/4" = 1'-0"

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PLAN SCALE: 3/4"

Date: 01-31-2019

S L I D E 04-19-2019 07-09-2019

Drawing Title:

BUILDING ELEVATIONS

S L I D E

Drawing Scale:

1/8" = 1'-0" Project No.:

Date:

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07.09.2019 Drawing No.:

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STAIR B - SECTION SCALE: 3/4" = 1'-0"

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SCALE: 3/

Montgomery County Humane Society Montgomery County, MD

Montgomery County Humane Society

Civic/ Public The new Montgomery County Humane Society headquarters is located in the historic Aspen Hill Memorial Park in Montgomery County, MD. Two historic properties, listed with the Maryland Historic Trust, are intended to be rehabilitated and new buildings to house other programmatic elements for MCHS are arranged around an open landscaped courtyard. The new headquarters will serve MCHS to fulfill its mission to provide adoption, pet education and a community services clinic at the site. It will also be open for a number of community events and will provide an inviting park setting accessible to the public. The historic pet cemetery will be fully restored with new interpretive paths and columbarium added to enhance the historic cemetery and landscape grounds.

NORTH ELEVATION Scale: 1/8" : 1'- 0"

EAST ELEVATION Scale: 1/8" : 1'- 0"

SOUTH ELEVATION Scale: 1/8" : 1'- 0"

WEST ELEVATION Scale: 1/8" : 1'- 0"

MONTGOMERY COUNTY HUMANE SOCIETY CAMPUS

The study required assembling a team and working with a number of specialty consultants, including a traffic engineer, a land-use attorney, civil engineer and an archeology consultant. Multiple presentations to community groups, the county’s Historic Preservation Commission and the MNCPPC Board created a successful project that just received unanimous approval by MNCPPC.

Montgomery County Humane Society Campus Masterplan

William Penn House Washington, DC

Interior Renovation Hospitality The Friends Committee on National Legislation in Washington DC wanted to reconfigure the historic house to provide more amenable residential facilities for the transient residents that will be hosted at the facility. The four-story brick row house was originally designed by W.S. Plager and built in 1916 and is now part of a contributing set of buildings that mark the Capitol Hill Historic District.

The renovation provided an ADA accessible first floor, including an ADA compliant bathroom and bedroom. The second floor was renovated to be used for gathering and social activities and the upper floors were furnished with new bathrooms, sleeping quarters and finishes throughout. I worked on the selection of finishes, including paint color for walls that resemble historic color, but with a touch of modernity.

Rear yard work includes a new vegetative garden wall, new patio flooring and a deck under the existing rear porch structure, in which I was a big part on the development of the construction documents.

GRA DUA TION THESIS

PAZ JUNTOS (“Peace Together”)

Youth Surf Center Facilities Design and Urban Materplan

The Reconstruction of the Social Fabric in the city of Puerto de La Libertad, El Salvador

Thesis Project

PAZ JUNTOS Mario Rodríguez

El Puerto de La Libertad in El Salvador is one of the best destinations in Central America for surfing, having great swells of waves and beautiful beaches.

But there is a consistent tone within the visitors and residents’ comments about the city: they don’t feel as safe as they want to.

The issue of insecurity and gang violence steadily increased after the Civil War in El Salvador ended in 1992. So, there have been different nation and city plans to mitigate the problem since then, but none has really aimed to inclusivity, most of them have been focused on fighting it with violence.

My thesis seeks answers within architecture to help alleviate gang violence in the city of Puerto, through the design and development of a city master plan that connects different facilities centered in the farming, harvesting and use of bamboo for construction, furniture making and crafting. This will allow a boost in the town’s economy and the reconstruction of the social fabric.

Finally joining the beauty of the blue of the ocean and the sky, with the the local materials and the hands of the members of the community for the design —and potentially building— of the Surfing Youth Center.

PROPOSED SITE

64 (PR

E)

RON NAD

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WAT

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RIV ER

HIG HWA OR VAD SAL SAN Y TO

WATERFRO (P R O M E N A

NT

DE)

MUELLE (PIER)

PACIFIC OCEAN

TOPOGRAPHY Hills enclose the back of the city. Houses stack along the skirts of the hills. Roads get very narrow the higher they get.

0’

500’

1000’

2000’

surfing center educational open space existing

12

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4 11

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1 9 8

7 6 3

2 4

9 8

1 2 3 4 5 6 7 8 9 10 11 12

surfing youth center bamboo training school bamboo farms open space technical education school community center/ library park/ lookout/ paraglading fish and crafts market existing amphitheater existing soccer field existing high school sculpture park/ bamboo lab

0’

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1000’

2000’

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Chilama River 2 1

3

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Río Mar Community

5

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6 9 b

9 8

Municipal Cemetery

8

a

1 2 3 4 5 6 7 8 9

0’

caretaker garden surfing youth center bamboo shop surfing camp skatepark amphitheater and surfing shelter promenade ramp into beach

40’

80’

160’

Bamboo skewers were used as a modeling material. Insulation foam resulted to be a perfect base to hold the skewers.

Harvested bamboo from Bethesda was used to reproduce a full scale mock-up of the railing that would be in the project.

Comunidad Río Mar

Municipal Cemetery

east elevation

0’

promenade looking south

5’

10’

20’

the tube ride pathway

west elevation

TUBE RIDING PATHWAY This pathway is a journey, from the welcoming area into the main areas of the school, preparatory to being introduced to the rising wave instruction room, where they see the ocean as the background. This pathway was inspired on the “tube” is formed by the water as the wave rises and prepares to whip its tail. This tube is what most surfers seek to ride where they’re completely embrace by the water and they caress the water as they surf through.

0’

5’

10’

20’

the rising wave instruction room

winery WINE MAKING BUILDING AND VINEYARD

Wine making is one of the biggest attractions in the State of California.

Utah had a few wineries working in the last 10 years, but they were shut down. That is how it was decided to locate this new winery in the heart of the capital of winemaking in North America, Napa Valley. The first vines were introduced in the valley in the mid-late 19th century and from then, it produces some of the finest wines around the world. As the last Studio class for my Bachelor’s, I teamed up with Meng Li to produce the preliminar design of this hypothetical winery.

Site Plan 1”=100’

Matrix Lee & Mario Rodríguez

0

50

100

200

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COM PE TI TIONS

STITCH TOWER Iceland Cave Tower The Grjótagjá Caves

Architecture Competition for

Bee Breeders

MARIO-RODRIGUEZ Currently working for GBR Architects, but looking to expand my experience in the DC area.

7 years of experience in the architecture field, the last 4 years as project designer. Over a decade using Revit, AutoCad, Sketchup, CC Adobe suite and other related software.

BS. Arch: University of Utah.

M. Arch: Virginia Tech in Alexandria, VA. (WAAC)

E: rodriguez.mario.e@gmail.com

L: https://www.linkedin.com/in/mario-rodríguez-87128941

M: 801 . 669 . 6741