Mark Sodo Architecture Portfolio by Mark Sodo

Mark Sodo Portfolio

a collection of professional and academic work

Index of Work RESUME PROFESSIONAL Doner Residence Waverly Avenue St. James Place

ORIGINAL Rock Creek Mausoleum Urban Amphitheater Home Library Before the Deluge

EDUCATION THE CATHOLIC UNIVERSITY OF AMERICA Bachelor of Science in Architecture 2007 - 2011 UNIVERSITY OF CINCINNATI Master of Architecture 2012 - 2015

CAPABILITIES Autodesk AutoCAD Revit Arch 3ds Max

Adobe Illustrator InDesign Photoshop

Rhinoceros Rhino + V-Ray Nemetschek Vectorworks

SketchUP SketchUP 2013

Dassault Systems CATiA Miscellaneous Microsoft Office Hand Drawing/Drafting Model Making Painting Welding

WORK EXPERIENCE ANDERSON ARCHITECTS New York, NY. Summer - 2014 C&G PARTNERS New York, NY. Fall - 2013 MARMOL RADZINER Los Angeles, CA. Winter - 2013 GARY MANGUS ARCHITECT New York, NY. 2012 BERNARD J. DOYLE ARCHITECT New York, NY. 2010 - 2012 JAMES H. BAER ARCHITECT New York, NY. 2010 - 2012

Doner Residence Marmol Radziner Truckee, California 2013

My time at Marmol Radziner was largely focused on working as a member of the design team for the Doner Residence: a custom vacation home within the mountains of Martis Camp in Truckee, California. I was tasked with drawing interior and exterior elevations, building details, and site conditions; managing and organizing the various construction document and bid drawing sets, material selection, and presentation drawings

2 X 4 WOOD FLAT FRAMING NON CLIMBABLE STONE VENEER PROFILE 3" = 1'-0"

SLOPE CONCRETE STAIR TREAD (FFL-1)

WA-C

2 X 4 WOOD FRAMING

9 A9.2

17 A1.5

2 X 6 WOOD FRAMING

2 X 6 WOOD FRAMING SHEAR WALL 2 X 8 WOOD FRAMING SHEAR WALL

9 A9.2

8" CONCRETE MASONRY UNIT WALL 8" CAST IN PLACE CONCRETE WALL

WS-1

STONE VENEER (SV-1)

TOP OF SLAB ON GRADE - FIRST LEVEL 6337' 12 - 7"

STONE VENEER

CAST IN PLACE CONCRETE WALL

BARDRIVEWAY

(SEE CIVIL)

3.04

PNEUMATICALLY APPLIED CONCRETE WALL

WA-C

BM-1 1

9 A9.2

NOTE: GRID LINES ALIGN TO FACE OF SHEATHING WHERE SHEATHING OCCURS.

A5.2

WS-1

2 A9.2

WALL TYPES

LIVING 3.03 FFL-2

WS-1

ENTRY STAIRS SECTION 3 1/2" = 1'-0"

WS-1

THE CONDITIONS OF APPROVAL AND THE CC&RS FOR THE PROJECT SHALL EXPLICITLY FORBID THE INSTALLATION OF ANY NON-EPA PHASE 2 CERTIFIED WOOD BURNING DEVICES OF MASONRY FIREPLACES THAT DO NOT HAVE A UL APPROVED DECORATIVE SYSTEM, UNLESS OTHERWISE AGREED TO BY THE PCAPCD AND CONSISTENT WITH THE MARTIS VALLEY AIR QUALITY ORDINANCE. SOLID FUEL BURNING APPLIANCES / FIREPLACES ARE PROHIBITED IN MULTI-FAMILY LAND USES. THE MAXIMUM EMISSION POTENTIAL FROM EACH RESIDENCE SHALL NOT EXCEED 7.5 GRAMS PER HOUR.

16 A1.6

1 GENERAL NOTE: NO CLIMBABLE FEATURES IN LANDSCAPE WITHIN A 5' REGION PER CBC 3109.4 AS MODIFIED BY PLACER COUNTY

PRE-FABRICATED METAL SPIRAL STAIRCASE WITH NON-CLIMBALBLE 2" STEEL MESH, (PT-2) 1

NON CLIMBABLE STONE VENEER REQUIRED ATPT-1 ALL SPA ENCLOSURE WALLS

WS-1 ST-1 WS-1

DINING SPA AXON FACING EAST

NON CLIMBABLE STONE VENEER REQUIRED AT ALL SPA ENCLOSURE WALLS WS-1

WS-1

BBQ-1

7,485 SF

GARAGE/REFUSE/MECH

1,030 SF 4,310 SF 2,145 SF

1,405 SF

LATCH MOUNTED 60"

COVERED DECK/PATIO 1,790 SF GRADE ABOVE ADJACENT DECK

SELF-CLOSING, SELF-LATCH BARRIER GATE PER CBC 310

1,038 SF

PL-1

WS-1

WS-1 BM-1

BM-1

PER PLACER COUNTY CODE 3109.4.4.3, A PERMANENT SIGN SHALL BE POSTED WHICH READS: "THIS ACCESS TO BE KEPT LOCKED AT ALL TIMES"

COAT CLOSET 3.14

ST-1

KITCHEN 3.02

SELF-CLOSING, SELFLATCHING POOL BARRIER GATE PER CBC 3109.4.4

PRE-FABRICATED METAL SPIRAL STAIRCASE, (PT-2)

FLOOR AREA SUMMARY

1 GRADE

GRAVEL BALLAST

FFL-2

MAIN STAIR 3.15

ICE MELT SYSTEM

SPA AXON FACING SOUTH

WS-1 WS-1

SPA AXON NO SCALE

PL-1

WS-1 PL-1

PL-1

POWDER ROOM

ROOF PLAN LEGEND

3.16

PL-1

3.07

STAIR 1/2" = 1'-0"

WS-1

HALL

FFL-2

PANTRY 4 A5.2

GREENSPIRAL ROOF

WS-1

STUDY 3.09

CB-1

3.08

PL-1 PT-1

THIRD LEVEL FINISH PLAN

3.13

NON CLIMBABLE STONE VENEER REQUIRED AT ALL SPA ENCLOSURE WALLS WS-1

TOTAL CONDITIONED SPACE

2 A5.2

PT-1

SUNSET DECK

FIRST FLOOR SECOND FLOOR THIRD FLOOR

5' - 4"

ST-9

3.01 FFL-2

4' - 0"

ST-1

WS-1

MARTIS CAMP CONDITION OF APPROVAL

Martis Camp Lot 591, Campobello Court Truckee, CA 96161

ST-1

PT-1

DONER RESIDENCE

WS-1

PL-1 PL-1 PL-1 2

CB-1

PT-1

ST-1

DEN 3.10 FFL-2

03/08/2013 ST-9

BM-1

WS-1 WS-1

PT-1

WS-1

04/30/2013

07/02/2013

10/22/2013

06/10/2014

WS-1

BBQ-1 WS-1

HD-2

H RT NO

ARCHITECTURAL NORTH

UE TR

2011075

CERAMIC TILE (CT-2) STONE TILE (ST-2)

GLASS SHOWER DOOR WITH SIDELITE CHIMNEY SHROUD (PT-2)

ADJUSTABLE SHELVING, TYPICAL 3

A9.7

TOWEL BARS

STONEBARS VENEER (SV-1) TOWEL ALUMINUM DOOR AND WINDOW SYSTEM WOOD SIDING (WS-1)

GLASS SHOWER DOOR WITH SIDELITE

4' - 0"

T.O. THIRD FLOOR ROOF PARAPET FRAMING 6378' - 1"

B.O. WINDOW HEAD STONE FRAMING TILE (ST-2) 6375' - 6 1/2"

CEILING MOUNTED RECESSED LIGHTING, TYPICAL

CERAMIC TILE (CT-2)

A4.2

BRAKE METAL TRIM (BM-1) ALUMINUM DOOR AND WINDOW SYSTEM

303.A

BRAKE METAL TRIM (BM-1)

BUNK BATH 1 - 2.28 - EAST 1/2" = 1'-0"

T.O. WINDOW SILL FRAMING 6366' - 4 3/8"

219.3

1' - 5 1/2"

PLASTER CONTROL ICE MAKER (REF-4), FLUSH JOINT ALIGNED TO TOP PANEL TO MATCH (CB-1) OF CONCRETE CURB REFRIGERATOR DRAWERS (REF-3), FLUSH PANEL TO ACRYLIC PLASTER MATCH (CB-1) SIDING (PL-1) CASEWORK (CB-1)

ELECTRICAL OUTLET IN TOE KICK

1'-3 1/4" 2

A4.2

BAR - 3.04 - NORTH 1/2" = 1'-0"

ALUMINUM DOOR AND WINDOW SYSTEM

BAR - 3.04 - SOUTH 1/2" = 1'-0"

FIX OPEN

DWR

A9.7

310.1

A9.7

ELECTRICAL OUTLET IN TOE KICK

BLACK LAMINATE KICK

TOP OF PLYWOOD 4 SHEATHING A9.7 THIRD LEVEL 6365' - 3" 1'-0" 2 1/2"

FINISHED GRADE

DWR

2 TOE KICK TO MATCH 3 (CB-1) A9.7 T.O. WINDOW SILL FRAMING EQ. 6366' - 463/8" FREEZER

LINE OF MAX BUILDING HEIGHT 35'-0" ABOVE GRADE

DWR

CHIMNEY SHROUD (PT-2) CABINET PULL (CBP-1), TYPICAL STONE VENEER (SV-1)

ALUMINUM DOOR AND ELECTRICAL OUTLET, WINDOW SYSTEM TYPICAL WOOD SIDING (WS-1) CABINET PULL (CBP-1), TYPICAL

STONE COUNTERTOP AND BACKSPLASH (ST-9)

ADJUSTABLE SHELVING, TYPICAL STONE COUNTERTOP (ST-9)

DWR DWR

FIX

CASEWORK (CB-2)

7'-6"

OPEN TO MAINHANGING ROD STAIR BEYOND

A9.8

A9.7 BRAKE METAL TRIM (BM-1)

4 4 A9.7A9.7

DWR

TELEPHONE T.O. THIRD FLOOR ROOF JACK PARAPET FRAMING 6378' - 1" B.O. THIRD FLOOR CEILING FRAMING 6375' - 6 1/2" CABINET PULL, TYPICAL (CBP-2)

4 1' - 0"

10"

219.B

9 A9.9 202.1

BUNK ROOM 1 - 2.27 - WEST 1/2" = 1'-0" KITCHEN ISLAND - 3.02-NORTH 11 1/2" = 1'-0"

DWR

42" STEEL GUARDRAIL W/ STEEL CAP (PT-2)

A9.7 2 EQ

201.D

WALL MOUNTED DOUBLE OVEN (OV-1)

FALSE CUT

CABINET PULL (CBP-1), B.O. SLIDING AND POCKET TYPICAL DOOR HEAD FRAMING 6375' DWR FIX FIX- 6 7/8" DWR

IN DRAWER MICROWAVE (MIC-1)

A9.7

303.1

5 EQ.

A9.2 KITCHEN - 3.02 - SOUTH 1/2" = 1'-0"

CABINET PULL, TYPICAL (CPB-1)

CASEWORK (CB-1)

302.1 DWR

ACRYLIC PLASTER (PL-1)

4" 6

A9.7

DWR

CASEWORK PANEL (CB-1)

TRAY STORAGE 301.2

6363' - 3 3/4"

2'-4"

GYPSUM WALLBOARD (PT-1)

6'-0"

1 A9.6

ADJUSTABLE SHELVING, TYPICAL

CASEWORK (CB-1)

DWR

5' - 5 1/4"

DWR

3 A9.7

B.O. WINDOW HEAD FRAMING

MASTER BATH - 2.20 - WEST 1/2" = 1'-0"

1 A9.7

WOOD SIDING (WS-1)

HANGING ROD

ALIGN

316.A

VENTILATION HOOD (HD-1) CABINET PULL (CBP-1), TYPICAL

ACRYLIC PLASTER SIDING (PL-1)

309.A REFRIGERATOR

4 REFUSE DRAWER (TRA-1) A9.7 3 EQ. 5 EQ.

1'-0" PRE-FABRICATED METAL SPIRAL 2 1/2" STAIRCASE, (PT-2) EQ

BAR - 3.04 - W 1/2" =

A9.7

GLASS POCKET DOOR RECESSED CEILING MOUNTED LIGHTING, TYPICAL 42" STEEL GUARDRAIL W/ STEEL CAP (PT-2)

A9.5

OPEN CUBBIES (CB-2)

ADJUSTABLE SHELVING, TYPICAL

3' - 0" 3'-8" 2'-6"

GYPSUM WALLBOARD (PT-1) CASEWORK PANEL (CB-2)

CUSTOM SPA CABINET PULL (CBP-1), TYPICAL CASEWORK (CB-1)

EXISTING GRADE

STONE VENEER (SV-1)

3 B.O. WINDOW HEAD ADJUSTABLE FRAMING SHELVING, TYPICAL 6375' - 6 1/2"

BENCH

DWR

OVERFLOW OUTLET

EXTERIOR ELEVATIONS

DWR

2 A9.7

FINISHED GRADE

16' - 10"

FIX

B.O. THIRD FLOOROPEN WINDOW FRAMING DWR 6369' - 6"

1'-2"

TOP OF SLAB ON GRADE - FIRST LEVEL 6337' - 7"

STONE VENEER WALL TO MATCH ADJACENT ROCKERY WALL

CASEWORK (CB-2)

ALUMINUM DOOR AND WINDOW SYSTEM

ELECTRICAL OUTLET, TYPICAL

BOTTOM OF PLASTER TO ALIGN WITH TOP OF STONE VENEER WALL

A9.7

A4.1

DWR

6" 1'-1"

2'-9"

ADJUSTABLE SHELVING, TYPICAL

DECK MOUNTED FAUCET (FC-1) 1

CABINET PULL (CBP-1), TYPICAL

STONE SLAB COUNTERTOP (ST-3)

CENTERLINE 6334' - 2"

GYPSUM WALLBOARD (PT-1)

CHIMNEY SHROUD (PT-2)

VANITY LIGHTING BEHIND MIRROR

TOP OF SLAB ON GRADE - MUD ROOM LEVEL 6339' - 3"

1'-3 3/4"

7 EQ

DOOR TO GAS METER HOUSING (PT-3)

PLAYROOM - 2.26 - SOUTH ACRYLIC PLASTER 11 1/2" = SIDING 1'-0" (PL-1)

MIRROR (M-1)

3 A9.7 B.O. CORNER WINDOW FRAMING 6373' - 6"

PLASTER CONTROL JOINT ALIGNED TO TOP OF CONCRETE CURB

ELECTRICAL OUTLET, TYPICAL

ROCKERY WALL

ADJUSTABLE SHELVING, TYPICAL

SIM

7'-0"

4'-5"

A9.8

BRAKE METAL TRIM (BM-1) FIX

A9.2

2'-3"

BRAKE METAL TRIM (BM-1)

T.O. THIRD FLOOR ROOF PARAPET FRAMING 6378' - 1"

FIX

10 EQ.

CASEWORK (CB-1)

FIX

C.0

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

GYPSUM WALLBOARD (PT-1)

A9.7

FIX

T.O. WINDOW SILL FRAMING 6343' - 8 1/2"

FIX

11 EQ.

A4.1

GLASS

FIX

B.O. GARAGE CEILING FRAMING 6346' - 0"

101.A

ELECTRICAL OUTLET IN TOE KICK, TYPICAL 2

2 CABINET PULL (CPB-2), TYPICAL A9.7

A0.11

1' - 5 1/2"

REVEAL

2'-0"

DRYER EXHAUST VENT FIX (PT-3)

CASEWORK PANEL (CB-1) CL

3'-3"

1 111.1

Martis Camp Lot 591, Campobello Court Truckee, CA 96161

ROOF NOTES

2'-0"

DONER RESIDENCE

ELECTRICAL OUTLET, TYPICAL

OPEN CUBBIES (CB-2)

1 CASEWORK PANEL (CB-2) A9.2

1. DO NOT SCALE FROM DRAWINGS ELECTRICALOR OUTLET, TYPICALCONDITIONS TO BE REVIEWED BY 4 2. ANY INCONSISTENCIES UNFORESEEN THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION A9.7 3. PROVIDE A MINIMUM OF 1/4" PER FOOT SLOPE FOR ALL ROOF SURFACES 4. ALL ROOF MATERIALS MUST MEET CLASS A REQUIREMENTS, INCLUDING SECOND LEVEL ROOF WALKING DECKS. 5. PROVIDE AN APPROVED SPARK ARRESTOR FOR THE CHIMNEY OF A 1 FIREPLACE, STOVE OR BARBECUE (UBC 3102.3.8) 6. SEE SITE DRAINAGE FOR CONTINUATION OF LEADERS 7. CONTRACTOR TO PROVIDE APPROVED SPARK ARRESTOR 8. ALL SLOPES 1/4" PER 1'-0" MINIMUM 9. PROVIDE A SHEET METAL FLASHING "BOOT" AT ALL PARAPET TO EAVE "FLYOVER" CONDITIONS 12. WUI COMPLIANT SOFFIT MATERIALS TO BE USED AT ALL EAVES. 13. ALL DECKING AND STAIR SURFACES TO BE WUI COMPLIANT. 14. CONTRACTOR TO COMPLY WITH 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE CHAPTER 4: MANDATORY RESIDENTIAL MEASURES. MASTER BEDROOM - 2.19 - SOUTH 1

1/2" = 1'-0"

MARTIS CAMP NOTES

2' - 10 1/2"

BENCH 10 A9.8

1'-6"

4" 1. ALL EXTERIOR MATERIALS TO COMPLY WITH CHAPTER 7A OF THE CALIFORNIA BUILDING CODE. 2. ALL EXPOSED MECHANICAL AND PLUMBING VENTING LOCATIONS TO BE APPROVED BY ARCHITECTURE REVIEW PRIOR TO 13 INSTALLATION AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING MATERIAL (ROOF/SIDING). A9.7 3. AN ON-SITE MOCK UP OF ALL EXTERIOR MATERIALS MUST OCCUR FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF MATERIALS.

CASEWORK (CB-1)

DWR

104.A

ELECTRICAL SWITCH

1' - 4"

DWR

STONE COUNTERTOP (ST-9) 2 110.A

GYPSUM WALLBOARD (PT-1) 112.1

T.O. FIRST FLOOR PARAPET FRAMING 6348' - 8"

3'-6"

DWR

105.4

11 A9.7

2 OVERFLOW OUTLET UNDER CABINET LIGHTING

3 A9.8

DWR

8" ALUMINUM DOOR 1 AND WINDOW A9.8 SYSTEM

BOTTOM OF FINISH EAVE TO ALIGN WITH TOP OF FINISH PARAPET THERMOSTAT

TELEPHONE JACK

A9.2 3/4" DIA. HOLE IN TEMPERED GLASS

5 GANG LIGHT SWITCH

DWR

ELECTRICAL OUTLET STONE COUNTERTOP (ST-9)

GYPSUM WALLBOARD (PT-1) RECESSED MODEL BOAT DISPLAY (CB-1)

4' - 6"

5 A9.8

B.O. DOOR HEAD FRAMING 6348' - 10 5/8"

WOOD SIDING (WS-1)

11"

SHELF , CB-1

TOP OF SLAB ON GRADE - SECOND LEVEL 6350' - 9"

6353' - 0 1/4" 5

2'-6"

1'-7"

THERMOSTAT

CENTERLINE 6347' - 8"

SLIDING GLASS CABINET DOOR (GCB-1) 2' - 8 21/32" 3' - 5"

1'-7"

13' - 7 1/4"

ROCKERY WALL

T.O. WINDOW SILL FRAMING

GYPSUM WALLBOARD (PT-1)

A9.8

CABINET PULL (CBP-1), TYPICAL UNDER CABINET LIGHTING

ALUMINUM DOOR AND WINDOW SYSTEM

211.B

ACRYLIC PLASTER SIDING (PL-1)

C.0 C 2'-4 1/8"L

211.C

ADJUSTABLE A9.6 SHELVING, TYPICAL

GYPSUM WALLBOARD (PT-1) PLASTER CONTROL JOINT EXPOSED STEEL COLUMN (PT-2)

ELECTRICAL OUTLET 212.A GYPSUM WALLBOARD (PT-1) CABLE OUTLET

215.A

4' - 6"

3'-10"

5 A9.7

214.B

TELEVISION NICHE, WOOD SIDING (WS-1)

C 2' - 3" L

CASEWORK (CB-1) 2

A9.4

ACRYLIC PLASTER (PL-1)

214.A

BRAKE METAL TRIM (BM-1)

B.O. WINDOW HEAD FRAMING 6359' - 10 3/4"

4' - 6 1/8"

222.B

A9.7

223.A

DONER RESIDENCE

B.O. WINDOW HEAD FRAMING 6359' - 10 1/4" T.O. WINDOW SILL FRAMING 6357' - 11 3/4"

T.O. SECOND FLOOR PARAPET FRAMING 6363' - 2"

BOTTOM OF FINISH EAVE TO ALIGN WITH TOP OF FINISH PARAPET

3'-6"

EXISTING GRADE

ALUMINUM DOOR AND WINDOW SYSTEM

3' - 0"

10 EQUAL

FINISHED GRADE

WOOD SIDING WS-1

219.A

BRAKE METAL TRIM (BM-1)

3 EQ.

B.O. SECOND FLOOR CEILING FRAMING 6363' - 4 1/2"

STAFF BATH - 2.32 - SOUTH 1/2" = 1'-0"

FIREPIT (FP-2)

4' - 7 1/4"

TOP OF PLYWOOD SHEATHING THIRD LEVEL 6365' - 3"

TOP OF SLAB ON GRADE - SECOND LEVEL 6350' - 9"

LINE OF MAX BUILDING HEIGHT 35'-0" ABOVE GRADE

BARBEQUE (BBQ-1)

42" STEEL GUARDRAIL W/ STEEL CAP (PT-2) WOOD SIDING (WS-1)

5 A9.7

A4.2

A9.7

T.O. THIRD FLOOR ROOF PARAPET FRAMING 6378' - 1" B.O. THIRD FLOOR CEILING FRAMING 6375' - 6 1/2"

8'-0"

8' - 0"

DISHWASHER (DW-1)

REFUSE DRAWER (TRA-1)

T.O. CASEWORK SLIDING ANDWITH POCKET TOUCHLATCH (CB-2) DOOR SILL FRAMING

6366' - 5 1/8"

1'-11"

TOP OF PLYWOOD A9.7 SHEATHING THIRD LEVEL 6365' - 3"

1'-6"

B.O. SECOND FLOOR CEILING FRAMING 6363' - 4 1/2"

BRAKE METAL TRIM (BM-1)

BUNK ROOM 1 - 2.27 - NORTH 1/2" = 1'-0"

03 1

04/

07/

10/

06/

B.O. DOOR HEAD FRAMING 6360' - 10 7/8" KITCHEN - 3.02 - W 1/2" = T.O. STEAM ROOM

367 Waverly Avenue James H. Baer Architect Bernard J. Doyle Architect Brooklyn, New York 2012

For this project, we were tasked with designing two additional residential floors to an existing grocery store in Brooklyn, New York. This job challenged our team, because we had to work with and comply with the demands of the New York City Landmarks Preservation Commission. For this project, I was tasked with drawing and annotating the construction document set, building details, preparation of presentation and material sample boards for review from the NYC Landmarks Preservation Commission, as well as construction observation.

42'-0 5/8"

A.5

1'-6"

A.5 3'-4"

17'-7" 2'-0"

3'-6"

24'-6"

0 4

284 SF

LIVING / DINING / KITCHEN

B F.A.I. DOWN, 12" X 12" MIN. PROVIDE GRILLE WITH INSECT SCREEN

BEDROOM 1 122 SF

320 SF

LIVING / DINING / KITCHEN

23'-11"

THIRD FLOOR

42'-0"

1'-9"

12'-4"

6'-8"

4.7

24'-6"

5.2

51'-11"

103'-5"

8 FT

2'-2" 1'-1"

1'-9" SHEET 12 OF 19

A-3.4

Sheet No.

NYC DOB No:

A-106.00

44'-0"

2'-

8'-8"

2'-8"

Vox: (718)788-0225 Fax: (718)768-6271 Email: bjdarch@aol.com

Waverly Residences

367 Waverly Avenue, Brooklyn, NY 11238

BALCONY SEE PERIMETER CALCULATIONS SHEET A-1.3

22'-0"

2'-4"

5'-

May 2011

5'-

6'-8"

2'-7"

BALCONY SEE PERIMETER CALCULATIONS SHEET A-1.3

W/D

2'-

W/D

1'-10"

ELECT. DRYER

No.

Date

3'-4"

L: 14.0SF V: 7.7 SF

2 HR

L: 16.9SF V: 9.25 SF

20'-0"

Revision

21'-6"

UP 12 R @ 8 1/4"

3'-0" 1 1/2 HR FPSC

ELECT. DRYER

L: 16.9SF V: 9.25 SF

13'-9"

ELECT. STOVE

2 HR

P L

1'-0"

A-3.4

Sheet No.

Date:

BEDROOM 2 80 SF

4'-7"

6" 3'-6"

P L

1'-9"

2'-6" 2'-6"

24'-6"

Scale:

2'-0"

2 HR 4'-7"

80 SF

1'-1" 2'-2"

8'-7" 3'-6"

3'-1"

2'-

6'-6"

1'-8"

42'-0"

Third Floor Construction

2'-0"

L: 14.0SF V: 7.7 SF

3'-1"

2'-0"

12'-4"

Drawn By:

2'-8"

BEDROOM 2

3'-4"

1'-11"

8'-0"

8'-7"

1'-11" 1'-6"

1'-6" 1'-10"

1'-6"

L: 14.0SF V: 7.7 SF

1'-10"

2'-8"

122 SF

20'-6"

ALIGN 3'-4"

3'-0"

2'-

1'-6"

9'-4"

UP 2'0" 2R @ 8 1/4"

2'-8"

L: 14.0SF V: 7.7 SF

2'-8" 3'-1"

1'-11"

3'-1"

2'-0"

1'-11"

8'-8"

4'-11"

3'-6"

3'-0"

BEDROOM 1

Dwg. Title:

UP 15R

4'-11"

UNIT 3A

UNIT 3D

8'-2"

2'-0"

3'-6"

2'-6"

2'-0"

1'-0"

EXIT

1'-10"

2'-0"

8'-2"

ELECT. DRYER

3'-0" 1 1/2 HR FPSC UP 2R @ 8 1/4"

2'-0"

3'-0" 1 1/2 HR FPSC

2 HR

EQ.

3'-4"

2'-

2'-0"

UNIT 3C

8'-4"

16'-9"

325 SF

3'-6"

DN 15R

5'-0"

1'-8"

3'-10"

EXIT

L: 14.0SF V: 7.7 SF

2'-10" 2'-

4'-11"

2 HR

2'-6"

L: 14.0SF V: 7.7 SF

1'-11"

4'-11"

W/D

ALIGN

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

2'-0"

UNIT 3B

EQ.

2'-0"

UP 12 R @ 8 1/4"

2'-8"

3'-0" 1 1/2 HR FPSC

134 SF

BEDROOM

W/D

1'-11"

ELECT. DRYER

2'-0"

EQ.

134 SF

LIVING / DINNG / KITCHEN

A-3.2

1'-8" ALIGN

12'-2"

11'-3"

1'-11"

8'-0"

11'-6"

L: 13.98 SF V: 7.0 SF

2'-8"

2'-

EQ.

2'-0"

Sheet No.

A 6"

ELECT. STOVE

2'-

6'-6"

11'-6" 11'-9"

2'-0"

3'-10"

ELECT. STOVE

L: 10.56 SF V: 3.57 SF

2 HR

18'-2"

L: 13.98 SF V: 7.0 SF

ELECT. STOVE

6" 2'-

L: 10.56 SF V: 3.57 SF

1'-11" UP 15R

L: 13.98 SF V: 7.0 SF

2'-10"

5'-4"

11'-9"

DN 16R

L: 13.98 SF V: 7.0 SF

BALCONY

BEDROOM

2'-0"

2'-

L: 10.56 SF V: 3.57 SF

11'-3"

0" 2'-

1'-6"

2'-

3'-0"

A.5

BALCONY

3'-3 5/8"

6" 2'-

1'-8"

32'-0"

16'-0"

2'-

2'-4" 278 SF

11'-0"

L:10.56 SF V: 3.57 SF

LIVING / DINING / KITCHEN

2'-

38'-0"

L:10.56 SF V: 3.57 SF

11'-0"

1'-8"

2'-

63'-6"

20'-0"

31'-6"

2'-

44'-0"

42'-0 5/8"

3'-6"

1'-9" 42'-

1.4

1.2

ALIGN

3'-3 5/8"

L: 16.9SF V: 9.25 SF

Revision Date

May 2011

367 Waverly Avenue, Brooklyn, NY 11238

Waverly Residences

Third Floor Construction

Drawn By:

Date:

BALCONY SEE PERIMETER CALCULATIONS SHEET A-1.3 22'-0" BALCONY SEE PERIMETER CALCULATIONS SHEET A-1.3 20'-6"

Scale:

Dwg. Title:

3'-4"

1'-8"

Sheet No.

A-3.2

P L

Revision

21'-6"

Date No.

May 2011 Date:

First Floor Construction

4.7

Waverly Residences

JHB/BJD

20'-6"

PROVIDE PUSH BAR PANIC HARDWARE

3'-0"

I observed this project through multiple phases of construction and helped in A-104.00 drawing the floor plans and NYC DOB No:

SHEET 10 OF 19

Scale:

3'-0" 1 1/2 HR FPSC

2'-6"

SERVICE ENTRANCE

DN 14R

3'-0" 1 1/2 HR FPSC

UP 8R

2 HR

18" MAX

3'-0"

Drawn By:

2 HR

3'-0" 1 1/2 HR FPSC

CONVEYOR N.I.C.

Dwg. Title:

31'-6"

PROVIDE PUSH BAR PANIC HARDWARE

Vox: (718)788-0225 Fax: (718)768-6271 Email: bjdarch@aol.com

No.

3'-4"

L: 14.0SF V: 7.7 SF

2'-8"

A-3.2

6'-8" 4'-7"

2'-4" 4'-7"

DN 3R

Drawn By:

Date:

367 Waverly Avenue, Brooklyn, NY 11238

8 FT

UP 18R

A-3.4

Scale:

Sheet No.

P L

1'-0"

44'-0"

11'-0"

FIRST FLOOR

Sheet No.

3'-0"

NEW DOOR WITH AUTOMATIC OPENING AND CLOSING DEVICE. PROVIDE OVERIDE TO PLACE DOOR IN THE OPEN POSITION DURING EMERGENCY EGRESS.

22'-0"

63'-6"

PER TABLE 6-1: MAX TRAVEL DISTANCE, SPRINKLERED = 200 FT PER TABLE 6-2: NET FLOOR AREA PER OCCUPANT = 25 SF 6168 SF / 25 SF PER PERSON = 247 PERSONS PER TABLE 6-1: 100 PERSONS PER UNIT WIDTH OF EXITS

NYC DOB No:

1'-9"

103'-5"

6'-8" 1'-1" 2'-2"

Revision

2'-8"

SHEET 10 OF 19

23'-11"

3'-4"

L: 14.0SF V: 7.7 SF

Date

3'-4"

No.

4.7

3'-6"

L: 14.0SF V: 7.7 SF

1'-0"

1'-9"

JHB/BJD

First Floor Construction

UP 4R 5'-9"

20'-6"

PROVIDE PUSH BAR PANIC HARDWARE

3'-0"

3'-0" 1 1/2 HR FPSC

Dwg. Title:

UP 8R

EXISTING COMMERCIAL NO CHANGE IN USE, OCCUPANCY OR EGRESS

3'-0"

NEW STEEL COLUMN WITH 1 HR RATED GYPSUM WALLBOARD ENCLOSURE, TYPICAL. SEE STRUCTURAL DRAWINGS

Sheet No.

A-3.4

1.2

3'-0"

EXIT

24'-6"

3'-0" 1 1/2 HR FPSC

SHEET 12 OF 19

3'-0"

11'-0"

UP 18R

2 HR

A-106.00

I observed this project through multiple phases of construction and helped in A-104.00 drawing the floor plans and wall sections for it. A-3.2 3'-0"

LOBBY / ENTRANCE

18" MAX

2'-6"

DN 14R

2 HR

32'-0"

CONVEYOR N.I.C.

3'-3 5/8"

3'-6"

UP22R

DN 14R

3'-4"

3'-0" 1 1/2 HR FPSC

2 HR

SERVICE ENTRANCE

20'-0"

PROVIDE PUSH BAR PANIC HARDWARE

2 HR

3'-6"

L: 14.0SF V: 7.7 SF

1'-9"

P L 2'-6"

31'-6"

3'-0" 1 1/2 HR FPSC

NYC DOB No:

5.2

F.A.I. DOWN, 12" X 12" MIN. PROVIDE GRILLE WITH INSECT SCREEN

1'-9"

42'-0"

1'-6"

8 FT

A.5

42'-0 5/8"

2'-2" 1'-1"

8'-8"

Sheet No.

8'-0"

L: 14.0SF V: 7.7 SF

6" 3'-6" 6" 3'-6"

" 10 2'-

8'-8" 12'-2"

22'-0"

3'-0"

4.7

May 2011

3'-0"

EXIT

THIRD FLOOR 0

NEW DOOR WITH AUTOMATIC OPENING AND CLOSING DEVICE. PROVIDE OVERIDE TO PLACE DOOR IN THE OPEN POSITION DURING EMERGENCY EGRESS.

Scale:

11'-0"

Waverly Residences

24'-6"

367 Waverly Avenue, Brooklyn, NY 11238

3'-6"

23'-11"

A.5

63'-6"

L: 14.0SF V: 7.7 SF

9'-4" 3'-1" 1'-10"

122 SF

103'-5"

L: 16.9SF V: 9.25 SF

13'-9"

1'-10" 3'-1"

3'-1"

P L 1'-10" 1'-10"

21'-6"

3'-1"

BEDROOM 1

ELECT. STOVE

2 HR

1'-8"

2'-0"

21'-6"

UP 12 R @ 8 1/4"

1'-9"

2'-0"

W/D

3'-0" 1 1/2 HR FPSC

2'-0"

51'-11"

PER TABLE 6-1: MAX TRAVEL DISTANCE, SPRINKLERED = 200 FT PER TABLE 6-2: NET FLOOR AREA PER OCCUPANT = 25 SF 6168 SF / 25 SF PER PERSON = 247 PERSONS PER TABLE 6-1: 100 PERSONS PER UNIT WIDTH OF EXITS

12'-4"

2'-0"

24'-6"

5'-4

80 SF

320 SF

17'-7"

1'-9"

BEDROOM 2

284 SF

11'-0"

2'-8"

1'-11"

LIVING / DINING / KITCHEN

1'-8"

2'-7"

ALIGN

UP 12 R @ 8 1/4"

2 HR

4'-11"

2'-0" UP 2R @ 8 1/4"

DN 3R

0" 3'-6" W/D

" 2'-0

2'-6 "

ELECT. DRYER

6'-6"

18'-2"

2'-6"

UP 15R

DN 15R

L: 10.56 SF V: 3.57 SF

EXISTING COMMERCIAL NO CHANGE IN USE, OCCUPANCY OR EGRESS

8'-7"

2'-8" 3'-0"

3'-10"

1'-11"

2 HR

1'-6"

2'-

11'-3"

EXIT

80 SF

1'-11" 1'-6"

3'-0"

BEDROOM 2

1'-6" 1'-6"

2'-

2'-0

2'-10"

STEEL COLUMN WITH 1 HR RATED GYPSUM WALLBOARD ENCLOSURE, SEE STRUCTURAL DRAWINGS L: 10.56TYPICAL. SF

ELECT. DRYER

W/D

2'6" 2'-0"

2'-0"

UNIT 3D

1'-11"

1.2

2 HR

UNIT 3C

8'-2"

3'-0" 1 1/2 HR FPSC

122 SF

12'-4"

5'-4

ALIGN

" 2'-6

31'-6"

5'-0"

UNIT 3B

2'-0"

3'-0" 1 1/2 HR

2 HR FPSC

2'-8"

V: 3.57 SF

2'-8"

8'-2"

3'-0"

LOBBY / ENTRANCE

BEDROOM

5'-4"

UP 2'0" 2R @ 8 1/4"

3'-6"

2 HR

UP 4R 5'-9" 4'-11"

2'-0"

ELECT. STOVE

L: 10.56 SF V: 3.57 NEW SF

2'-8"

4'-11"

2'-6 "

ELECT. DRYER W/D

2'-6 "

2'-0"

EQ.

8'-4" EQ. EQ. 8'-0" EQ.

11'-6"

1'-11"

2'-0" CL

3'-6"

L: 13.98 SF V: 7.0 SF

UP22R BALCONY

11'-0"

L: 13.98 SF V: 7.0 SF

38'-0"

63'-6"

DN 14R

11'-9"

2 HR

44'-0"

3'-4"

11'-6"

L: 13.98 SF V: 7.0 SF

BALCONY

L: 13.98 SF V: 7.0 SF

11'-0"

P L 2'-6"

2'-0"

2 HR

134 SF

32'-0"

3'-0" 1 1/2 HR

1'-9" FPSC

1'-11"

4'-11"

BEDROOM 1

2'-0" 2'-0"

3'-0"

1'-11"

1.2

2'-

12" MIN. PROVIDE GRILLE WITH INSECT SCREEN

3'-0" 1 1/2 HR FPSC

3'-0"

2'-0"

2'-

2'-4"

11'-9"

2'-6"

3'-4"

UNIT 3A

32'-0"

6'-6"

3'-0" 1 1/2 HR F.A.I. DOWN,FPSC 12" X

134 SF

1'-6"

EXIT

ALIGN

2'-8"

BEDROOM

1.4

ALIGN

6" 2'-

42'-0"

3'-0" 1 1/2 HR FPSC

ELECT. STOVE

" 2'-6

-0 5/8"

325 SF

UP 15R

ELECT. DRYER

3'-10"

1'-11"

A.5

LIVING / DINNG / KITCHEN

DN 16R

278 SF

ELECT. STOVE

2 HR

LIVING / DINING / KITCHEN

11'-3"

" 2'-6

A-3.4

8 FT

2 HR

16'-9"

20'-0"

2'-10"

3'-3 5/8"

Sheet No.

3'-6"

2'-

1'-8"

L:10.56 SF V: 3.57 SF

Dwg. Title:

1'-9" 2'-0"

THIRD FLOOR

L:10.56 SF V: 3.57 SF

24'-6"

1'-9"

P L 2'-6" 2'-6"

A.5

SHEET 12 OF 19

42'-0"

1'-6"

1'-8"

103'-5"

A-106.00

5.2

1'-8"

24'-6" 23'-11"

51'-11"

A.5

3'-6"

16'-0"

24'-6"

2'-

1'-8"

2'-0"

42'-0 17'-7" 5/8"

1'-8"

115 St. James Place James H. Baer Architect Bernard J. Doyle Architect. Brooklyn, New York 2011

This project was an interior renovation and design for four, two bedroom apartments. I was added to this project to work on the construction documents and was in charge of drawing and annotating both the sections and floor plans for this project. In addition to the work I performed on the construction documents, I was also able to observe a large portion of the actual construction process.

1 1/2"

7 1/2"- TYPICAL

NEW MASONRY FOUNDATION AND CONCRETE FOOTING BEYOND

NEW MASONRY WALL AND CONCRETE FOOTING

NEW CONCRETE FOOTING BEYOND. STEP FOOTING AS REQUIRED TO ALIGN WITH EXISTING REAR WALL FOOTING. DO NOT EXCAVATE BELOW EXISTING FOOTINGS, TYPICAL AT REAR WALL OF THIS PROPERTY AND ADJACENT PROPERTIES.

REV DATE

OWNER

Max. Building Height

OWNER

PROJECT LOCATION

DRAWING TITLE

10'-0" Lower Level

8'-8"

NYC DO

18'-10"

A-1 CELLAR

SHEET

CELLAR ELEV: 58.21

9'-0" 12 T @ 9"

EXISTING RUBBLE STONE FOUNDATION WALL IN FAIR TO GOOD CONDITION EXISTING STONE FOOTING IN FAIR TO GOOD CONDITION

Upper Level

8'-8" 13 R @ 8"

1 HOUR

3" REINFORCED CONCRET SLAB, VAPOR BARRIER AND GRAVEL BED

BOILER RM ACCESS (BEYOND)

BASE PLANE ELEV: 69.78

FTG ELEV: 55.71 LINE OF FOOTING AT PARTYWALLS, TYPICAL

BUILDING SECTION

BUILDING SECTION 8 FT

DWG NO

CELLAR ELEV: 58.21

METERS

1'-4"

CELLAR

1 HOUR RATED CEILING

6'-8"

RECREATION ROOM

39'-9"Exist. Building (Base) Ht. +/-

8'-8" Upper Level 18'-9 1/4"

18'-10"

3'-6"

1 HOUR RATED CEILING

Dwelling Unit: 1

SIDEWALK

BASEMENT ELEV: 68.21

NEW CONCRETE PIER AND FOOTING BEYOND

47'-9" +/-

ELEV: 76.65

BEDROOM 2

14 T @ 9"

SEAL

SEAL DESCRIPTION

9'-0" Lower Level 9'-11 9'-10" 1/2"

Dwelling Unit: 3

12'-8" 12'-6" FIRST FLOOR-FRONT

7 1/2"-

1 1/2" TYP.

11'-10 1/2" 15 T @ 9-1/2"

NEW FLOOR FRAMING. 3 X 12 WOOD JOISTS AT 16" O.C. MAX WITH BRIDGING AT 1/3 POINTS, NOT TO EXCEED 6'-0" O.C. MAX

PROPERTY LINE

Dwelling Unit: 2

FIRST FLOOR-REAR

7 1/2"

10T @ 9 1/2"=7'-11"

9 1/2" TYPICAL

1 HOUR RATED CEILING

BASEMENT ELEV: 68.21

FTG ELEV: 55.71

8'-11 1/4"

ELEV: 89.32

1'-4"

FIRST FLOOR-FRONT ELEV: 76.65

13 R @8-1/4"

8'-11 1/4" 6'-8"

7R@ 7-1/2"

4'-4 1/2" 5'-7" 2'-6" 10'-2"

SECOND FLOOR

16 R @ 7-5/8"

5'-0" MIN

8'-0" VIF

1 HOUR

3'-6"

MIN

BEDROOM 2

BEDROOM BEDROOM 2 2

4R@ 7-5/8"

3T@ 9-1/2"

2'-4 1/2"

9 R @7-1/2"

6'-8" 6'-4" 8 T @9-1/2"

1 HOUR RATED CEILING

13 R @8-1/4"

6'-8" 4'-9" 6 T @9-1/2"

SECOND FLOOR ELEV: 89.32

FIRST FLOOR-REAR

ELEV: 99.27

5'-6 3/8" 9 R @7-3/8"

3'-6"MIN

LIVING/DINING/KIT CHEN LIVING/DINING/KITCHEN

LIVING/DINING/KI LIVING/DINING/KI TCHEN TCHEN

THIRD FLOOR

9'-0" 12 T @9"

1 HOUR RATED CEILING 1 HOUR

4'-3 5/8" 7 R @7-3/8"

THIRD FLOOR ELEV: 99.27

1 HOUR

BEDROOM 2

1 HOUR

NEW ROOF FRAMING. 3 X 12 WOOD JOISTS AT 16" O.C. MAX WITH BRIDGING AT 1/3 POINTS, NOT TO EXCEED 6'-0" O.C. MAX

1 HOUR

ELEV: 108.28

BrandonCorinne Realty Corp

PENTHOUSE

PENTHOUSE ELEV: 108.28

Dwelling Unit: 4

A/C A/C

REV DATE

9'-0" Addition Upper Levelx

ELEV: 117.28

DESCRIPTION

PENTHOUSE ROOF

DWG NO

PENTHOUSE ROOF ELEV: 117.28

PROPERTY LINE

16'-6" +/- VIF (Req'd. min. Setback = 15'-0")

NEW ROOF FRAMING. 3 X 12 WOOD JOISTS AT 16" O.C. MAX WITH BRIDGING AT 1/3 POINTS, NOT TO EXCEED 6'-0" O.C. MAX

10'-0" +/- VIF

OWNER

2'-10 1/2" 1'-11"

SECOND FLOOR

CLOTHES WASHER NOTE WASHER SHALL COMPLY WITH DEPARTMENT MEMO DATED 12/2/86 AS PER THE USE OF VACUUM BREAKER OR AIR GAP.

1 TOILET EXHAUSTS TO ROOF

EQ.

3'-0" 3/4 HR FPSC

2'-0"

BEDROOM 1 130 SF 4 3'-0" DOOR DOOR & SIDELITES MIN 20 SF GLAZING

1'-11"

3 2'-8"

3'-4"

W/D

2'-9"

2'-

3'-0"

2'-0"

3'-1" EQ.

EQ.

2 L: 26 SF V:13 SF

2'-9"

4 1/2"

10'-0"

2'-

2'-8"

3'-1"

2'-5"

10" STEEL BEAM WITH 1HR GYP. BD ENCLOSURE

2'-0"

2'-9"

DRYER VENTS TO ROOF

1'-6"

2'-0"

4 1/2"

4" DIA STEEL COLUMN WITH 1HR GYP. BD ENCLOSURE

ALUMINUM BAR DECKING ON PAINTED STEEL FRAMING. STEEL FRAMING TO BE 5" CHANNELS AT 24" O.C MAX WITH 10" STEEL CHANNELS AT PERIMETER. STEEL TO BE PAINTED.

10'-5"+/- VIF

FIRST &

3 X 12 WOODJOISTS AT 16" O.C. MAX WITH BRIDGING AT 1/3 POINTS, 6'-0" O.C. MAX

BEDROOM 2 80 SF 8'-0"

13'-8"

3 X 10 WOODJOISTS AT 16" O.C. MAX WITH BRIDGING AT 1/3 POINTS, 6'-0" O.C. MAX

L: 45.0 SF V:17.5 SF

PORCH

PROJECT LOCATION

20'-1 1/4" 1'-11"

5'-5"

ENCLOSURE

PAINTED STEEL RAILING 3'-6" HIGH, MIN. 1/2" SQUARE PICKETS AT 4" O.C. RAILING TO BE PAINTED

DN 3R

EXIST DOOR W/ 10SF GLAZING MIN DN 10R EXIST DOOR W/ 10SF GLAZING MIN

NYC DOB

A-1 SHEET 9

4'-0"

1'-11"

CLOTHES WASHER NOTE WASHER SHALL COMPLY WITH DEPARTMENT MEMO DATED 12/2/86 AS PER THE USE OF VACUUM BREAKER OR AIR GAP.

FIRST FLOOR UNIT #2

ST. JAMES PLACE 6

PROJECT: SITE: YEAR: Architects:

8 FT

DRAWING TITLE

STOVE VENTS TO ROOF

2'-1"

1'-6"

2'-6"

LIVING / DINING/ KITCHEN 39010" SFSTEEL BEAM WITH 1HR GYP. BD

4'-6"

L: 26 SF V: 13 SF

2'-1"

DN 15R @ 8"

CL PARTITION

20'-1 1/4"

L: 26 SF V: 13 SF

16'-0" STEEL BEAM WITH 3" X 3" X 1/4" X 6" LONG CLIP ANGLES. 6" MIN BEARING

50 CFM

PAINTED STEEL STRINGERS WITH ALUMINUM BAR TREADS AND OPEN RISERS. PROVIDE PAINTED STEEL RAILINGS BOTH SIDES

EQ.

3/8" DIA X 12" STEEL DOWELS AT 16" O.C. MAX

8'-0"

UNIT #3

St James Place

12'-2 1/2"

BrandonCorinne Realty

L: 16 SF V: 8 SF

EQ.

2'-10 1/2"

EQ.

2'-0"

7'-8 1/2" +/- VIF

BEDROOM 2 77 SF

Residential Renovation 115 St. James Place, Brooklyn, NY 2010-2012 Bernard J Doyle Architect James H. Baer Architect

8 FT

DWG NO

12'-7" +/- VIF

3'-1"

3'MI

2'-8"

2'-9"

L: 16 SF V: 8 SF

PAINTED STEEL RAILING, 3'-6" MIN HIGH

3'-0" 3/4 H FPSC

DRYER VENTS TO ROOF 4

295 SF

4" 2'-9"

O SL

CL PARTITION

STOVE VENTS TO ROOF

1 TOILET EXHAUSTS TO ROOF

4 1/2"

DRYER VENTS TO ROOF

2'-5"

2'-0"

EQ.

2'-0"

'-6"

3 X 12 WOODJOISTS AT 16" O.C. MAX WITH BRIDGING AT 1/3 POINTS, 6'-0" O.C. MAX

4" DIA STEEL COLUMN WITH 1HR GYP. BD ENCLOSURE

BEDROOM 1 130 SF

SEAL

St James Place

8 FT

PROJECT LOCATION

10'-5"+/- VIF

2'-0"

3 X 10 WOODJOISTS AT 16" O.C. MAX WITH BRIDGING AT 1/3 POINTS, 6'-0" O.C. MAX

.0 SF 5 SF

PORCH

13'-8"

ENCLOSURE

PAINTED STEEL RAILING 3'-6" HIGH, MIN. 1/2" SQUARE PICKETS AT 4" O.C. RAILING TO BE PAINTED

20'-1 1/4" 1'-11"

5'-5"

L: 26 SF V: 13 SF

2'-1"

LIVING / DINING/ KITCHEN 39010" SFSTEEL BEAM WITH 1HR GYP. BD

4'-6"

6 SF 13 SF

2'-1"

1'-6"

2'-6"

DN 15R @ 8"

CL PARTITION

20'-1 1/4"

50 CFM

16'-0" STEEL BEAM WITH 3" X 3" X 1/4" X 6" LONG CLIP ANGLES. 6" MIN BEARING

UNIT #3

EQ.

3/8" DIA X 12" STEEL DOWELS AT 16" O.C. MAX

DESCRIPTION

SECOND FLOOR

CLOTHES WASHER NOTE WASHER SHALL COMPLY WITH DEPARTMENT MEMO DATED 12/2/86 AS PER THE USE OF VACUUM BREAKER OR AIR GAP.

8'-0"

REV DATE

1'-11"

12'-2 1/2"

PAINTED STEEL STRINGERS WITH ALUMINUM BAR TREADS AND OPEN RISERS. PROVIDE PAINTED STEEL RAILINGS BOTH SIDES

11'-1" +/- VIF

10'-0" +/- VIF

OWNER

2'-10 1/2"

FIRST &

2'-10 1/2"

L: 16 SF V: 8 SF

EQ.

3 4

2'-0"

L: 16 SF V: 8 SF

77 SF

BrandonCorinne Realty Corp

3'-1"

BEDROOM 2

ITLE

12'-7" +/- VIF

2'-8"

EQ.

3 2'-8"

2'-9"

L: 16 SF V: 8 SF

PAINTED STEEL RAILING, 3'-6" MIN HIGH

HALL

3'-0" 3/4 HR FPSC

DRYER VENTS TO ROOF 4

295 SF

107 SF

3'-1"

1'-11" 3'-1" MIN.

LIVING / DINING/ KITCHEN

4" 2'-9"

TERRACE

W/D

2'-9"

BEDROOM 1

2'-

O SL

1 TOILET EXHAUSTS TO ROOF

2'-0"

7'-8 1/2" +/- VIF

4 1/2"

10'-0"+/- VIF

L: 16 SF V: 8 SF

7'-4 1/2"

L: 16 SF V: 8 SF

20'-1 1/4" 2'-4"

5'-5"

2'-0"

13'-8"

3 X 10 WOODJOISTS AT 16" O.C. MAX WITH BRIDGING AT 1/3 POINTS, 6'-0" O.C.C MAX

2'-1"

1'-10"

1 STOVE VENTS TO ROOF

R.D.

3'-6"

50 CFM

2'-1"

4 1/2"

20'-1 1/4"

16'-0"

Rock Creek Mausoleum The Catholic University of America Rock Creek Park, Washington DC Spring 2011

The project was to design a mausoleum in a personal location found within Rock Creek Park, Washington DC. It was important that this space contained qualities of intimacy and spiritual retreat for honoring the deceased. My goal was to keep the overall design of the structure simple, focusing on the approach and interaction of the mausoleum with the natural surrounding. Materiality and the transition from public to intimate space were important design aspects that I took into consideration for my mausoleum.

Urban Amphitheater The Catholic University of America Greenwich Village, NY Spring 2011

This studio challenged us to design a project through the explicit use of perspective drawings. Picking view ports around the site and drawing with pastels, I drew focusing on the emotions evoked from the site, shaping them into an architecture. The project was to design an urban amphitheater within Greenwich Village, New York City. I focused on designing a structure that framed the street and sidewalks, creating a space that allowed a user to observe the different aspects of everyday people as they walk pass. With respect to street performances and art, my structure serves the city by providing a public realm that promotes creativity and public exhibition; an important aspect of the history of Greenwich Village.

Home Library University of Cincinnati Spring 2014

This was a personal project I pursued to practice my abilities in 3D modeling and rendering. All furniture, accessories, and interior architecture was modeled in Rhino and rendered using V-Ray. Post production editing was done using Photoshop.

Before the Deluge University of Cincinnati Alphabet City, NY Fall 2014

Focusing on resiliency, this project explores strategies to help protect the city from the threat of natural hurricane and storm forces; flooding and the risks of rising sea levels. This design incorporates both natural and constructed wetlands as primary mitigation techniques to abate violent forces of storm surges and flooding. Public amenities are included on top of an elevated retaining wall a long the FDR Drive highway.

Lower Manhattan Flood Zones/ Sandy Flood Inundation

ast

line

,00

8.0

5F eet

Flood Inundation 6 5 4 3 2 1

2012 Zone Zone Zone Zone Zone Zone

Existi

ng Fe

rr y

Prop ose

d Ferr

Wil

liam sbu rg B ridg e

nh Ma

n ge

id Br

ge Brid an

att

y kl oo Br

ge Brid

id Br

n tta nha Ma

yn kl oo Br

School Proximity

Public Transportation Proximity

1 Av [L]

[14D]

[8] [9]

2 Av [F]

10th Street Entrance

[14A]

6th Street Entrance

[21] Essex St [J,M,Z]

Houston Street Entrance

Essex St [J,M,Z] [14D]

[21]

[9] East Broadway [F]

[14A] [22]

The wetland park can be used as a valuable educational asset to the network of surrounding schools. 1 Av [L]

Introducing a new ferry stop to this area, provides the park and the city with an additional entrance/exit point. Easy access to other methods of public transportation is important for site location.

Welcome Center Floor Plans

1. Reception 2. Special Exhibit 3. Environmental Education 4. Exhibition 5. Lounge 6. Gathering Space 7. Entrance/Bar 8. Coat Room 9. Storage 10. Dining 11. Storage 12. Kitchen 13. Ticket Office 14. Storage 15. Waiting Area 16. Kayak Storage/Launch 17. Ferry Dock Scale: 1/16” = 1’-0”

Alphabet City

FDR Drive

Reinforced Retaining Walls/ Activity Space

Scenic Walk

Natural Berms

Constructed Wetlands/ Wetland Treatment

Natural Wetlands

East River

Mark Sodo Portfolio

email: mark.sodo@gmail.com phone: 201.414.4139