ARCHITECTURE PORTFOLIO NICHOLAS BINDER
Binder
Email: n.binder14@gmail.com
Phone: (978) 835-4363
Address: 54 Leonard St
Unit 202 Beacon, NY 12508
Employment
River Architects
Managed project teams and staffing
Developed energy models for Passive House construction
Worked directly with contractors over pricing and scope
RODE Architects
Brought clients and projects to the office
Procured city, state and federal approvals
Coordinated design documents through SD, DD, and CDs
Monitored construction progress
Planned project fees and internal staffing
Elkus Manfredi Architects
Howard Elkus Studio - Architecture
I have been a licensed architect in the state of Massachusetts since 2018. I have a range of experience from working on small scale interior designs all the way up to large scale master plans. This range of projects has given me an appreciation for designs that are thought through at all scales.
Outside of architecture, I’ve volunteered my time with Harlem Lacrosse. I’ve coached, tutored, and mentored children from inner city schools. I was also a part of the Associate Board focusing on funding efforts for the school programs.
Profile Skills
Revit
AutoCAD
Rhino Dynamo Grasshopper
Lumion
3ds Max
Sketchup
Blender
Revit Captain - Organized and manage project files
Job Captain - Coordinated construction documents
Coordinated work with consultants of all trades
Designed city blocks, building envelopes, residential units, offices, retail stores & garages
Wrote parameters to evaluate building efficiency and model parametric designs
Elizabeth Lowery Studio - Interiors
Job Captain - Coordinated construction documents
Modeled & detailed custom furniture
QAQC
Developed standards for Revit use Developed Revit detail components
Education
Syracuse University School of Architecture
Bachelor of Architecture
Dean’s List GPA 3.33
International Study: Florence, Italian History, Language, Travel sketching
Andover High School
Diploma
Honor Roll GPA 3.82
Photoshop Illustrator
InDesign
Laser Cutting
3D Printing
Boston Architectural College Summer Academy
Introduction to architectural design and history
Community Service
Harlem Lacrosse - Tech Boston Academy Dorchester, MA
Coached Lacrosse skills and teamwork
Tutored children in a range of school subjects
Mentored children, giving them the opportunity to succeed in sports, school, and life.
Associate Board - Organized fundraising events
2015-2017 2013-2017 2013-2015 2016-2017 2017-2022 2022-present 2009-2014 2005-2009 2008 2017-2020 2019-2022
01 150 Seaport Boulevard Residential Tower 02 High Street Atlanta Mixed-Use 03 New Balance Headquarters Corporate Office Fit-Out 04 449 West Broadway Residential 05 Grey Rocks Headquarters Community Center 06 Pine Street Inn Affordable Housing 07 Sullivan Lake House 08 Sketching GREY ROCKS HEBRON, NH 01/25/19 GREAT HALL
150 Seaport Boulevard
Boston, MA
About Project
150 Seaport Boulevard is a 22 story Condo Tower in the Seaport District of Boston. The form was inspired by the shape of a ship’s sails.
Site constraints led to the development of many unique features, such as a 45 foot cantilever that reaches out over the sidewalk to allow for a more manageable footprint.
In planning for future sea level rise, there is extra floor-to-floor height to move the ground floor up and a manual flood barrier detailed into the base.
Role on Project
As Revit Captain, I managed the files and my team’s collaboration, as well as modeling & detailing the exterior. I also tested parameters in Grasshopper to maximize the marketable area while maintaining the aesthetic form.
With the opportunity to model the curtain wall, I developed a process of modeling in Revit that schedules out areas of exterior systems and the percentages of glazing.
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Rendering EMA Rendering Team
High Street Atlanta Dunwoody, GA
About Project
High Street Atlanta is a 3-phased master planning and design project in Dunwoody Georgia, approximately 20 miles North of Atlanta, Georgia.
The neighborhood is massed around a newly created High Street and Park. At the head of High Street is the Crescent which is inspired by the Spanish steps in Rome.
The development includes retail at the base of all blocks, residential apartments, a 32 story condo tower, and 12 stories of offices.
Role on Project
I assisted in designed Block 1, the Crescent, at the head of the park. To the left is 12 stories of apartments and condos. To the right a 12 story office tower.
I worked on all aspects of the Design Documents from floor plans to details. This process included coordinating structure and MEP systems. Additionally, I developed the design of a parking garage, closely working with the precast concrete contractor.
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Rendering - Aerial View EMA Rendering Team
Rendering - Park View EMA Rendering Team
Rendering - Plaza View EMA Rendering Team
Master plan Diagrams Margelin Gace
North Street
Wall Sections & Details
Nick Binder, John Cali, Margelin Gace
+16'-0" 975.00 975.00 975.00 R4 R3 30 31 32 R2 R1 2BR-M UNIT 14B 1101 1BR-M UNIT 1102 2BR-XL UNIT 1103 3BR-XL UNIT 1104 2BR-XL UNIT 1105 1BR-XL UNIT 1106 3BR-XL UNIT 20B 1107 2BR-L UNIT 1108 UNIT 10B 1109 2BR-L 1110 ELECTRICAL ROOM 1B STAIR 1160 TELCOM ROOM 1159 2BR-XL 1111 1BR-L 1112 1BR-M 1113 2BR-L 1114 CORRIDOR 1151 SERVICE 1153 1B ELEVATOR LOBBY 1154 STAIR 1155 CORRIDOR RA RB RC RD RC.1 RC.5 RB.6 R2.5 11 9.4 6.3 5.9 4.8 3.8 4.5 7.5 11.2 D.1 D.7 E.6 F.5 RB.7 RD.5 33 TENANT STORAGE 1157 TENANT STORAGE 1161 A6.06 1B A6.07 A RC.4 R3.7 D.3 7.8 6'-3 1/2" 9'-9 5/8" 12'-10 7/8" 7'-3" 22'-9" 5'-6" 8'-1 1/4" 19'-7 3/4" 16'-7 3/4" 8'-3 1/2" 4'-1 1/4" 16'-5 1/2" 11'-9" 16'-10 3/8" 11'-4 5/8" 4'-5" 12'-4" 8-6-0 A5.01/1 A5.04/1 1B A5.03/1 1B A5.04/12'-6" TYP. 4'-7 1/2" TYP. 35'-0 1/4" 7'-3 1/4" 21'-3 1/4" 7'-2 3/4" 21'-3 1/4" 7'-2 3/4" 21'-3 1/4" 7'-2 3/4" 21'-3 1/4" 7'-2 3/4" 21'-3 1/4" 22'-6 3/4" 3'-11 7/8" 24'-4 1/4" 18'-8" 24'-1" 32'-11" 16'-11 1/2" 11'-6 1/2" 16'-11 1/2" 11'-6" 24'-3 1/8" 5'-2 1/8" 4'-9 7/8" 20 86 8 61 / 48-RR836'-10" 28'-5" 54'-9 1/2" 56'-7" 30'-8" 42'-8 1/4" 34'-3 1/2" 41'-5 1/4" 9'-9 7/8" 5'-6" 35'-4 1/8" 5'-6" 13'-9 1/2" 5'-6" 100'-6 7/8" 1/ -6 M W Arch. Reg. No.: permit, construction purposes. intended regulatory approval, released interim review only and These documents incomplete, and architects Ref. North EMA PROJECT NUMBER DATE SHEET NO. ISSUE 2015 ELKUS MANFREDI ARCHITECTS KEY PLAN 1B-B1B-A THE OFFICES JAMES BURNETT HOUSTON, TX 77002 LANDSCAPE ARCHITECT UZUN CASE ATLANTA, 30309 STRUCTURAL ENGINEER JORDAN SKALA ENGINEERS NORCROSS, GA 30093 MEP ENGINEER 4275 SHACKLEFORD ROAD, SUITE 200 ELKUS MANFREDI ARCHITECTS DESIGN ARCHITECT BOSTON, MA 02210 215 PERIMETER CENTER PARKWAY NE, DUNWOODY, GA 30346 OWNER'S CONSULTANTS KIMLEY-HORN ALPHARETA, GA 30009 CIVIL ENGINEER WALKER PARKING CONSULTANTs TAMPA, FL 33634 PARKING CONSULTANT 4904 EISENHOWER BLVD, SUITE 150 TERRACON KENNESAW, GA 30144 GEOTECHNICAL CONSULTANT MARK HULTS HIGH STREET PHASE 1BLOCK 1B 1BA2.31 LEVEL 11 PLAN 05/16/16 14148 100% DD 1/8" 1'-0" 1 LEVEL 11 FLOOR PLAN NO.DESCRIPTION DATE Plan - Typical Level Nick Binder +975' LEVEL 1C-P3 LEVEL +1028' +965' +1121' LEVEL AMENITY ROOF +1135' LEVEL ROOF +1015' LEVEL LEVEL 1B-P1 +975' LEVEL +1028' LEVEL LEVEL 1B-LEVEL +965' LEVEL ROOF +1151' LEVEL +1015' +1005' +975' LEVEL 1C-P3 LEVEL +1028' +965' PENTHOUSE LEVEL ROOF +1151' +1015' LEVEL 11'-11 3/8" LEVEL 1C-P3 +995' +1041' LEVEL 33 Arch. Reg. No.: released interim review only and 2015 ELKUS MANFREDI ARCHITECTS HKS, INC. ARCHITECT OF RECORD 191 PEACHTREE ROAD, SUITE 5000 LANDSCAPE ARCHITECT UZUN CASE STRUCTURAL ENGINEER 1230 PEACHTREE SUITE 2500 JORDAN & SKALA ENGINEERS MEP ENGINEER 4275 SHACKLEFORD ROAD, SUITE 200 BOSTON, 02210 215 PERIMETER CENTER PARKWAY NE, DUNWOODY, GA 30346 ALPHARETA, 30009 CIVIL ENGINEER ROSWELL STREET, SUITE 210 WALKER PARKING CONSULTANTs TAMPA, 33634 PARKING CONSULTANT 4904 EISENHOWER BLVD, SUITE 150 GEOTECHNICAL CONSULTANT RA010744 HIGH STREET PHASE 1BLOCK 1B 1B A6.12 BLOCK 1B WALL SECTIONS 05/16/16 14148 100% DD 1/4" 1'-0" 1 WALL SECTION CRESANT BALCONY 1/4" 1'-0" 3 WALL SECTION @ CRESCENT PLAZA 1/4" 1'-0" 2 WALL SECTION @ CRESCENT CURTAINWALL 1/4" 1'-0" 4 WALL SECTION EGG PLAZA THROUGH BALCONY LEVEL +1015' 0" 4" 8" STONE PAVER 3/8" CLEAR TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED POLISHED PAVER PEDESTAL TAPERED INSULATION 2"x4" STEEL ANGLE PREFINISHED METAL TRIM CONT. WATERPROOF MEMBRANE 3'-8" A.F.F. TOP OF GLASS RAILING FIBER CEMENT PANEL, BEYOND 6" 5 1/2" 3" ROUND ALUM TOP CAP. BALCONY FLOOR DRAIN, COORDINATE WITH PLUMBING DRAWINGS 2 2'-6" GLASS VISION PANEL TEMPERED GLASS PANEL EDGE OF SLAB 5'-3" SLAB OVERLAP 2'-0" BENT ALUMINUM CAP GLASS SPANDREL PANEL LEVEL 11 +1095' 0" 1 0 OP 8" 3'-8" A.F.F. TOP OF GLASS RAILING 2"x4" STEEL ANGLE PREFINISHED METAL TRIM GROOVED DRIP EDGE NON-SLIP SURFACE FINISH 3/8" CLEAR TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED POLISHED 3" ROUND ALUM TOP CAP. GLASS VISION PANEL TEMPERED GLASS PANEL B 2" 1/2" GLASS RECEPTOR METAL PANEL VISION PANEL, GL-1 2'-8" 2'-6" EDGE OF SLAB 5'-3" BATT INSULATION, TYP. 5/8" GWB, PTD. PENTHOUSE +1121' 8" G 3'-8" A.F.F. TOP OF GLASS RAILING TAPERED INSULATION 4" STEEL ANGLE PREFINISHED METAL TRIM CONT. WATERPROOF MEMBRANE BALCONY FLOOR DRAIN, COORDINATE WITH PLUMBING DRAWINGS m STONE PAVER PAVER PEDESTAL ROUND ALUM TOP CAP. 3/8" CLEAR TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED & POLISHED, GL-1 GLASS VISION PANEL TEMPERED GLASS PANEL METAL PANEL GLASS VISION PANEL 2'-0" SLAB OVERLAP 2'-0" BENT ALUMINUM CAP BATT INSULATION, TYP. 5/8" GWB, PTD. LEVEL 14 AMENITY ROOF +1135' 0" F.5 3'-8" A.F.F. TOP OF GLASS RAILING 2" 4" STEEL ANGLE PREFINISHED METAL TRIM METAL PANEL BATT. INSULATION, TYP. 5/8" GWB, PTD. BENT ALUMINUM CAP 3" ROUND ALUM TOP CAP. 3/8" CLEAR TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED & POLISHED 2" 1/2" GLASS RECEPTOR STONE PAVER PAVER PEDESTAL GLASS VISION PANEL TEMPERED GLASS PANEL TAPERED INSULATION BALCONY FLOOR DRAIN, COORDINATE WITH PLUMBING DRAWINGS CONT. WATERPROOF MEMBRANE 7 m GLASS VISION PANEL EDGE OF SLAB 6'-3" SLAB OVERLAP 2'-0" LEVEL +1068' 4" METAL CLEAT BETWEEN RAILING STANCHION PREFINISHED METAL TRIM NON-SLIP SURFACE FINISH GROOVED DRIP EDGE FIBER CEMENT PANEL 1 04 S OP 6" MTL. STUD 2'-6" GLASS VISION PANEL TEMPERED GLASS PANEL EDGE OF SLAB 5'-3" METAL PANEL VISION PANEL, GL-1 BATT INSULATION, TYP. 5/8" GWB, PTD. 2'-8" FIBER CEMENT PANEL FASTENER SHEATHING SHEATHING FIBER CEMENT PANEL FASTENER FIBER CEMENT PANEL LEVEL +1015' 0" 3'-8" A.F.F. TOP OF GLASS RAILING METAL PANEL MP-1 VISION GLASS GL-1 METAL STUD FRAMING METAL PANEL WALL SYSTEM 3'-4 5/8" 1'-0 1/8" 5 1/4" 10 5/8" NON-SLIP SURFACE FINISH 3/8" CLEAR TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED POLISHED 3" ROUND ALUM TOP CAP. 2" 1 1/2" GLASS RECEPTOR GLASS VISION PANEL 1'-3" 1'-5 3/8" 1'-6 5/8" 2"x4" STEEL ANGLE PREFINISHED METAL TRIM - LO E EDGE OF SLAB 5'-6 3/4" LEVEL 11 +1095' 0 3'-8" A.F.F. TOP OF GLASS RAILING 2" 4" STEEL ANGLE PREFINISHED METAL TRIM GROOVED DRIP EDGE NON-SLIP SURFACE FINISH FIBER CEMENT PANEL FIBER CEMENT PANEL 3/8" CLEAR TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED POLISHED 3" ROUND ALUM TOP CAP. 2" 1/2" GLASS RECEPTOR FIBER CEMENT FASTENER STEEL CHANNEL EXTERIOR SHEATHING BATT INSULATION, TYP. 5/8" GWB, PTD. FIBER CEMENT FASTENER STEEL CHANNEL EXTERIOR SHEATHING BATT INSULATION, TYP. 5/8" GWB, PTD. EDGE OF SLAB 5'-3" LEVEL 10 +1081' 8" 3'-8" A.F.F. TOP OF GLASS RAILING 2"x4" STEEL ANGLE PREFINISHED METAL TRIM GROOVED DRIP EDGE NON-SLIP SURFACE FINISH 3/8" CLEAR TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED & POLISHED ROUND ALUM TOP CAP. GLASS VISION PANEL TEMPERED GLASS PANEL 1/2" GLASS RECEPTOR METAL PANEL VISION PANEL, GL-1 BATT INSULATION, TYP. 5/8" GWB, PTD. 2'-8" 2'-6" -0 S O E EDGE OF SLAB 5'-3" FIBER CEMENT PEIR, BEYOND PENTHOUSE +1121' 8" EDGE OF SLAB 5'-7 1/4" NON-SLIP SURFACE FINISH 3/8" TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED & POLISHED 3" ROUND ALUM TOP CAP. 2" 1/2" GLASS RECEPTOR 2"x4" STEEL ANGLE PREFINISHED METAL TRIM 3'-8" A.F.F. TOP OF GLASS RAILING 2'-8" 3'-6" 1 8 1 - LOP 10'-10 3/4" A.F.F. U.S. OF MTL. PANEL SOFFIT 11'-2" A.F.F. U.S. OF GYP. SOFFIT VERIFY W/ UNIT PLANS 2'-0" 2'-9 1/4" UNIT EXHAUST VENT, COORDINATE WITH MECHANICAL DWG. METAL PANEL SOFFITHUNG FROM SLAB ABOVE GLASS SPANDREL PANEL EXTRUDED MULLION FIN, BEYOND INSULATED METAL PANEL CAVITY METAL PANEL LEVEL 14 AMENITY ROOF +1135' 0" 4'-0" A.F.F. TOP OF GLASS RAILING UNIT EXHAUST VENT, COORDINATE WITH MECHANICAL DWG. METAL PANEL SOFFIT HUNG FROM SLAB ABOVE GLASS SPANDREL PANEL CURTAIN WALL ANCHORED TO EDGE OF SLAB, EMBED PLATE METAL PANEL VISION PANEL, GL-1 INSULATED METAL PANEL CAVITY 5/8" GWB, PTD. 11'-2" A.F.F. U.S. OF MTL. PANEL SOFFIT 11'-2" A.F.F. U.S. OF GYP. SOFFIT GLASS VISION PANEL STONE PAVERS, REFER TO LANDSCAPE DOCUMENTS PAVER PEDESTAL TEMPERED GLASS PANEL TAPERED INSULATION BALCONY FLOOR DRAIN, COORDINATE WITH PLUMBING DRAWINGS GYP. SOFFIT, COORDINATE WITH ENLARGED UNIT PLANS GLASS SPANDREL PANEL METAL PANEL INFILL EXTRUDED MULLION FIN, BEYOND LEVEL +1068' 4" NON-SLIP SURFACE FINISH FIBER CEMENT PEIR, BEYOND 1 04 S OP 2'-6" GLASS VISION PANEL TEMPERED GLASS PANEL EDGE OF SLAB 5'-3" METAL PANEL VISION PANEL, GL-1 BATT INSULATION, TYP. 5/8" GWB, PTD. 2'-8" 2" 4" STEEL ANGLE PREFINISHED METAL TRIM GROOVED DRIP EDGE 3/8" CLEAR TEMPERED GLASS ALL EXPOSED VERTICAL EDGES EASED & POLISHED 2" 1/2" GLASS RECEPTOR 3'-8" A.F.F. TOP OF GLASS RAILING 3" ROUND ALUM TOP CAP. EDGE OF SLAB 5'-3" Architect: Arch. permit, are are These Date: REVISION EMA DATE SHEET SHEET ISSUE 2015 ELKUS MANFREDI ARCHITECTS TEMPLATE VERSION: KEY 1B-B1B-A HKS, ARCHITECT ATLANTA, 191 PEACHTREE THE HOUSTON, LANDSCAPE PENNZOIL UZUN ATLANTA, STRUCTURAL 1230 JORDAN & SKALA ENGINEERS NORCROSS, MEP 4275 ELKUS DESIGN BOSTON, 25 DRYDOCK OWNER'S KIMLEY-HORN ALPHARETA, CIVIL 10 ROSWELL WALKER TAMPA, PARKING 4904 TERRACON KENNESAW, GEOTECHNICAL 4040 HIGH STREET 5/16/2016 4:50:55 PM 1B ENLARGED SECTION @ 05/16/16 14148 100% 3/4" = 1'-0" 5 WALL DETAIL @ BALCONY DROP SLAB 3/4" 1'-0" 1 WALL DETAIL @ BALCONY TYPICAL W/ WINDOW WALL 3/4" = 1'-0" 7 WALL DETAIL @ TERRACE STEPBACK PENTHOUSE LEVEL 3/4" = 1'-0" 8 WALL DETAIL @ TERRACE STEPBACK LEVEL 14 3/4" = 1'-0" 3 WALL DETAIL @ BALCONY BAY THROUGH BAY PEIR 3/4" 1'-0" 9 WALL SECTION @ CRESANT BALCONY - LEVEL 5 3/4" 1'-0" 2 WALL DETAIL @ BALCONY TYPICAL W/ FIBER CEMENT 3/4" = 1'-0" 6 WALL DETAIL @ BALCONY TOP OF BAY 3/4" 1'-0" 10 WALL DETAIL @ CRESCENT BALCONY TYPICAL 3/4" 1'-0" 11 WALL DETAIL @ CRESCENT TERRACE LEVEL 14 3/4" = 1'-0" 4 WALL DETAIL @ BALCONY BAY THROUGH BAY RAILING NO.DESCRIPTION LEVEL 1C-P3 +995' LEVEL +1028' LEVEL +1108' +1015' LEVEL +985' LEVEL 1C-P3 +995' LEVEL +1028' LEVEL +1068' LEVEL +1081' LEVEL LEVEL +1015' LEVEL +985' 5'-1 3/4" +1121' +1135' LEVEL ROOF E.6 20'-5 1/2" +1121' +1135' LEVEL ROOF E.6 F.5 5'-8 1/2" 20'-5 1/2" Arch. Reg. permit, construction purposes. released for interim review only Ref. North ARCHITECT OF RECORD 191 PEACHTREE ROAD, SUITE 5000 THE OFFICES JAMES BURNETT LANDSCAPE ARCHITECT PENNZOIL PLACE, 711 LOUISIANA, SUITE 111 UZUN CASE STRUCTURAL ENGINEER 1230 PEACHTREE NE, SUITE 2500 JORDAN & SKALA ENGINEERS MEP ENGINEER 4275 SHACKLEFORD ROAD, SUITE DESIGN ARCHITECT 215 PERIMETER CENTER PARKWAY NE, DUNWOODY, GA 30346 ALPHARETA, GA 30009 CIVIL ENGINEER ROSWELL STREET, SUITE 210 TAMPA, 33634 PARKING CONSULTANT 4904 EISENHOWER BLVD, SUITE GEOTECHNICAL CONSULTANT RA010744 HIGH STREET PHASE 1BLOCK 1B 1B A6.11 BLOCK 1B WALL SECTIONS 05/16/16 14148 100% DD 1 WALL SECTION TYP. BALCONY BAY PO-11 3 WALL SECTION TYP. BALCONY BAY LOUVER PO-11 2 WALL SECTION TYP. BALCONY BAY 11-14 4 WALL SECTION TYP. BALCONY BAY LOUVER 11-14 LEVEL 1C-P3 +995' LEVEL +1028' LEVEL +1108' +1015' LEVEL +985' LEVEL 1C-P3 +995' LEVEL +1028' LEVEL +1068' LEVEL +1081' LEVEL LEVEL +1015' LEVEL +985' 5'-1 3/4" +1121' +1135' LEVEL ROOF 20'-5 1/2" +1121' +1135' LEVEL ROOF E.6 F.5 5'-8 1/2" 20'-5 1/2" Arch. Reg. permit, construction purposes. released for interim review only and Ref. North ARCHITECT OF RECORD 191 PEACHTREE ROAD, SUITE 5000 THE OFFICES JAMES BURNETT LANDSCAPE ARCHITECT PENNZOIL PLACE, 711 LOUISIANA, SUITE 111 UZUN CASE STRUCTURAL ENGINEER 1230 PEACHTREE NE, SUITE 2500 JORDAN & SKALA ENGINEERS MEP ENGINEER 4275 SHACKLEFORD ROAD, SUITE DESIGN ARCHITECT 215 PERIMETER CENTER PARKWAY NE, DUNWOODY, GA 30346 ALPHARETA, GA 30009 CIVIL ENGINEER ROSWELL STREET, SUITE 210 TAMPA, 33634 PARKING CONSULTANT 4904 EISENHOWER BLVD, SUITE GEOTECHNICAL CONSULTANT RA010744 HIGH STREET PHASE 1BLOCK 1B 1B A6.11 BLOCK 1B WALL SECTIONS 05/16/16 14148 100% DD 1 WALL SECTION TYP. BALCONY BAY PO-11 3 WALL SECTION BALCONY BAY LOUVER PO-11 2 WALL SECTION TYP. BALCONY BAY 11-14 4 WALL SECTION TYP. BALCONY BAY LOUVER 11-14 Rendered Elevation - Block 1 EMA Rendering Team
New Balance Headquarters Fit-Out
Boston, MA
About Project
The New Balance Headquarters is based at Boston Landing in Allston, MA. The base is a Garage for employees; the terrace is a cafeteria and coffee bar, and the upper 5 stories consist of offices for sales, design, marketing, product testing, Vice Principles & Owners.
The Fit-out was inspired by New Balance products and their motivation towards running. It is an open office concept connected by a track running the length of the building around the core.
The Cafeteria is detailed with perforated metal panels that were parametrically designed to portray images of runners. The front security desk was inspired by the machinery used to make sneakers.
Role on Project
I was responsible for developing the Construction Documents and detailed custom furniture (security desk). Additionally I tested the parameters for the perforated metal panels. We worked closely with the manufacturer to detail a panel that was feasible and evoked a sense of running.
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Photo EMA Graphics Team
Photo - Security Desk EMA Graphics Team
Photo - Vestibule EMA Graphics Team
Photo - Vertical Storage EMA Graphics Team
NEW BALANCE ELKUS MANFREDI ARCHITECTS NOVEMBER 12, 2014 NEW BALANCE ELKUS MANFREDI ARCHITECTS NOVEMBER 12, 2014 5 TH LEVEL PLAN 2018 12, 2014 NEW BALANCE ELKUS MANFREDI ARCHITECTS NOVEMBER 12, 2014 2 ND LEVEL PLAN 2018 3 RD LEVEL PLAN 2018 GROUND LEVEL PLAN - LOBBY 1 ST LEVEL PLAN - TERRACE & CAFE NEW BALANCE ELKUS MANFREDI ARCHITECTS NOVEMBER 12, 2014 GROUND LEVEL PLAN - LOBBY 1 ST LEVEL PLAN - TERRACE & CAFE
Photo - Office EMA Graphics Team
Finish Plans
Nick Binder, Robin Adwin, Tara Reilly
Photo - Terrace EMA Graphics Team
SERVERY VIEW FROM CAFETERIA SEATING NEW BALANCE ELKUS MANFREDI ARCHITECTS NOVEMBER 12, 2014 ENLARGED ELEVATIONS WALL SECTIONS PLAN DETAIL PRECEDENT IMAGE PIXELATED WALL ELEMENTS
Diagrams
Rendering - Cafeteria EMA Rendering Team NEW BALANCE ELKUS MANFREDI ARCHITECTS NOVEMBER 12, 2014 PERFORATED PATTERNS GRAPHIC INSPIRATION AND PROCESS FRIEZE INSPIRATION VISUAL STORY TELLING OF HEROS LEDGENDS SOURCE IMAGE HALFTONE AND VECTORIZED FOR CUSTOM PERFORATED PANELS HEXAGONAL PATTERN 42% OPEN DUOTONE WALL GRAPHIC HEXAGONAL PATTERN 66% OPEN DUOTONE WALL GRAPHIC PERFORATED PATTERNS EAST WALL PERFORATED PATTERNS NORTH WALL PERFORATED PATTERNS SOUTH WALL NEW BALANCE ELKUS MANFREDI ARCHITECTS NOVEMBER 12, 2014 NORTH ELEVATION SOUTH ELEVATION 1 ST LEVEL PLAN TERRACE & CAFE PERFORATED METAL WITH CUSTOM PATTERN HISTORY FACTORY GRAPHIC WALL GRAPHIC KEY C&T MONITOR CC CC W PERFORATED METAL WITH CUSTOM PATTERN HISTORY FACTORY GRAPHIC WALL GRAPHIC PERFORATED METAL WITH CUSTOM PATTERN PERFORATED METAL WITH CUSTOM PATTERN HISTORY FACTORY GRAPHIC PERFORATED METAL WITH CUSTOM PATTERN WALL GRAPHIC PERFORATED METAL WITH CUSTOM PATTERN WALL GRAPHIC EAST ELEVATION PERFORATED METAL WITH CUSTOM PATTERN WALL GRAPHIC PERFORATED METAL WITH CUSTOM PATTERN WALL GRAPHIC PERFORATED METAL WITH CUSTOM PATTERN
Metal Panel
Nick Binder, Robin Adwin, Tara Reilly
449 West Broadway
Boston, MA
About Project
449 West Broadway is a 4 story infill project in South Boston. There are 2 residential units above a ground floor retail space.
Taking the context and vernacular cues from the surround street wall, the form of the building reflects the rythym of bay windows that march down the street.
We were presented with unique challenges given the site. With only 20’ of space between existing buildings, we collaborated with the contractor to construct with minimal staging area while mantaining accessibility.
Role on Project
After inheriting this project from another Architect, we were tasked wtih updating the floor plans and facilitating the construction process.
I produced revised drawings, answered RFIs, reviewed submittals, and monitored the construction process.
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Street Facade RODE
DN UP DW DN UP DW 400 W. BROADWAY SIDEWALK BELOW 402 402 401 401 401 DEN UNIT #2 DECK D C B A 1 2 ADJACENT ROOF DECK BELOW ROOF BELOW DECK BELOW ROOF BELOW ADJACENT ROOF 302 301 EX. STORY BRICK PARTY WALL EX. STORY BRICK PARTY WALL 305 W5 E2 E2 E2 410 410 410 A 411 411 800 720 S1 S1 800 EX. CHIMNEY TO REMAIN GWB SHAFT ENCLOSURE GWB SHAFT ENCLOSURE FRT ROOF SHEATHING 4'-0" OPEN STEEL RAILING PREVENT SNOW LOAD ACCUMULATION ON EX. ADJACENT ROOF UNIT 2 LOWER LEVEL CONCRETE PAVER DECK TPO ROOF BENEATH SLOPED TO SCUPPER MIN 2" EXPANSION JOINT BETWEEN ALL NEW AND EX. CONSTRUCTION MIN EXPANSION JOINT BETWEEN ALL NEW AND EX. CONSTRUCTION 503 505 SLOPE TO GUTTER 505 12 13 14 503 11 730 730 800 720 Sim 721 Sim W5 E2 E1 E1 C E A WATER HEATER. SEE MEP DWGS W5 W5 W3 W4 W4 S1 E4 E4 CLEAR 3'-0" W1 W1 E1 0.7 1.5 2.2 4'-8" 6'-4 1/2" 6'-4 1/2" 2'-3" W3 301 303 302 W6 1'-10" 7'-1" CLEAR 3'-4" W7 W1 S1 W1 8" 3'-6" 1'-4" 1'-0" 1'-0" 400 W. BROADWAY SIDEWALK BELOW A 402 A 402 A 401 A 401 A 401 BEDROOM UNIT #1 DECK D C B A 2 ADJACENT ROOF ADJACENT ROOF PARAPET 302 301 EX. STORY BRICK PARTY WALL EX. STORY BRICK PARTY WALL 201 207 E2 E2 E2 W5 W3 W4 410 410 410 411 A 411 800 A 721 721 TPO ROOF SLOPE ROOF TO DRAIN - BELOW PAVERS 800 GWB SHAFT ENCLOSURE GWB SHAFT ENCLOSURE FRT ROOF SHEATHING 4'-0" FRT ROOF SHEATHING 4'-0" FRT ROOF SHEATHING 4'-0" STACKED WASHER/DRYER AND HOOKUPS. SEE MEP DWGs WATER HEATER. SEE MEP DWGs OPEN STEEL RAILING TO PREVENT SNOW LOAD ACCUMULATION ON EX. ADJACENT ROOF UNIT 1 MIN EXPANSION JOINT BETWEEN ALL NEW AND EX. CONSTRUCTION MIN EXPANSION JOINT BETWEEN ALL NEW AND EX. CONSTRUCTION CONCRETE PAVER BALCONY TPO ROOF BENEATH, SLOPE TO ROOF DRAIN CONCRETE PAVER DECK w/ TPO ROOF BENEATH SLOPED TO SCUPPER 503 504 730 Sim 208 610 721 800 W5 E3 W5 W5 BEDROOM METAL ROOF INTEGRAL GUTTER METAL SNOW GUARD RAIL E2 W1 S1 W2 S1 S1 S1 W4 W1 W5 W5 11 1/4" 1'-0 3/4" W1 E3 CLEAR 1'-6" 0.7 1.5 2.2 4'-8" 6'-4 1/2" 6'-4 1/2" 2'-3" 202 209 204 203 210 205 BATHROOM W2 W1 W1 W3 W3 W2 S1 S1 W7 W6 7'-1" CLEAR 3'-7" 11'-3" CLEAR 3'-0" 3'-3" 2'-0" 212 211 4'-0" SK-05 101 3'-6" 3'-6" 1'-4" 1'-4" 1'-1 1/2" 25" FLOOR PLANS 2, NOTES COORDINATE WITH ABUTTERS WHERE INSTALLATION OF NEW WORK AFFECTS ADJACENT PROPERTIES. PROTECT ALL ADJACENT PROPERTY AS REQUIRED. NOTIFY ARCHITECT OF ANY CONFLICTS WALL FRAMING DIMENSIONS ARE TO FACE OF METAL OR WOO STUDS OR FACE OF MASONRY; AT EXTERIOR WALL ASSEMBLIES TO THE OUTSIDE FACE OF PLYWOOD. INSTALL FRAMING AT WALLS FACING EXISTING BRICK PART WALLS ON BOTH SIDE TO ALLOW CONTINUOUS SPACE BETWEEN ALL ELEMENTS OF NEW CONSTRUCTION AND FACE OF BRICK FOR DIFFERENTIAL MOVEMENT. INSTALL CONTINUOUS EXPANSION JOINT WHERE ALL ROOFS AND WALLS ABUT EXISTING BRICK PARTY WALLS. SEE ENLARGED PLANS AS REFERENCED FOR STAIR AND OTHE DIMENSIONS NOT REFERENCED AND DETAILS OF CONSTRUCTION. SEE WALL TYPES KEYED FOR WALL CONSTRUCTION AND PERFORMANCE REQUIREMENTS. COORDINATE ALL WORK SHOWN WITH WORK SHOWN ON MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTIO DRAWINGS. SEE STRUCTURAL DRAWINGS AND WALL TYPES FOR WOOD FRAMING AND CONNECTION REQUIREMENTS. INSTALL 3/4" HOMASOTE AND ACOUSTICAL MAT AT ALL WOO UNIT SEPARATION FLOOR ASSEMBLIES. SEE FLOOR TYPES SHEET FOR COMPLETE ASSEMBLIES. INSTALL SOUND ATTENUATION BLANKETS AT ALL WOOD UNIT SEPARATION FLOOR ASSEMBLIES AND AT ALL BATHROOM WALLS. 10. ALL ROOF DECKS TO BE WOOD COMPOSITE DECKING ON PRESSURE TREATED SLEEPERS ON TPO ROOFING OVER PROTECTION BOARD AND INSULATION SLOPED TO DRAIN. INSTALL FRAMING BELOW DECKS WITH SUFFICIENT CLEARANCES TO ALLOW FOR ASSEMBLIES NOTES AND SHOWN ON DRAWINGS. 11. ALL WALLS SURROUNDING BEDROOMS AND BATHROOMS TO BE FULLY FILLED WITH SAFB. 12. DOORS ADJACENT TO WALLS TO BE FROM ADJACENT WALL TO INSIDE OF DOOR JAMB. REFER TO DETAIL 3/A101. 13. DOORS TO CLOSETS TO BE CENTERED ON CLOSETS TYP. ADJACENT WALL STRUCTURAL POST; REFER TO STRUCTURAL DWGS. TYP. TR SCALE: DATE: PROJECT: 776 Boylston St. Unit #E9B Boston, MA 02199 De gn eam O C N C Miller Engineering & Testing 100 Sheffield Road PO Box 4776 Manchester, NH 03108 603.668.6016 603.668.8341 L Neponset Valley Survey Associates 95 White Street Quincy, MA 02169 617.472.4867 617.471.2682 U Souza, Ture and Partners 265 Winter Street, 3rd Floor Waltham, MA 02451 617.926.6100 E BLW Engineers 311 Great Road Littleton, MA 04160 617.486.4301 978.428.0067 535 Albany Street | 405 Boston, MA 02118 617.422.0090 rodearchitects.com As indicated FLOOR PLANS LEVELS 2 & 3 1916 COMMERCIAL (RESTAURANT) AND TWO RESIDENCES 11/19/2020 LDJ Development A 101 449 WEST BROADWAY SOUTH BOSTON, MA 02127 BID SET 1/4" 1'-0" 1 LEVEL 3 1/4" 1'-0" 2 LEVEL 2 No.DescriptionDate 1REVISION 7/20/20 3REVISION 9/03/20 4REVISION 9/15/20 5REVISION 9/23/20 6REVISION 11/17/20 1'-0" 3 TYPICAL DOOR LOCATION DETAIL DN 301 FRT SHEATHING WITHIN OF PARTY WALL, TYP BOTH SIDES 42" PARAPET ALONG PERIMETER TO PROVIDE FALL PROTECTION WALKPADS TYP. MECHANICAL EQUIP. CURB, TYP TPO ROOF, SLOPE TO DRAINS 1/4"/12" AREA OF SHAFT TERMINATION AND DUCT PENETRATION ADJACENT FLAT ROOF BELOW ADJACENT FLAT ROOF BELOW ADJACENT SLOPED SHINGLE ROOF ADJACENT SLOPED SHINGLE ROOF EX. GUTTER ADJACENT ROOF MTL GUTTER 400 W. BROADWAY SIDEWALK BELOW 402 402 401 401 401 BEDROOM M. BEDROOM UNIT #2 DECK D C B A 2 DECK BELOW ROOF BELOW ROOF BELOW 302 301 EX. STORY BRICK PARTY WALL EX. STORY BRICK PARTY WALL 402 401 E1 E2 E2 E2 W1 W5 W1 S1 410 410 410 411 411 800 S1 BEDROOM 411 405 800 GWB SHAFT ENCLOSURE GWB SHAFT ENCLOSURE FRT ROOF SHEATING 4'-2 1/4" ROOF ACCESS STAIR FRT ROOF SHEATHING 4'-0" UNIT 2 UPPER LEVEL EX. GUTTER ADJACENT ROOF MIN EXPANSION JOINT BETWEEN ALL NEW AND EX. CONSTRUCTION CONCRETE PAVER DECK TPO ROOF BENEATH SLOPED TO SCUPPER MIN EXPANSION JOINT BETWEEN ALL NEW AND EX. CONSTRUCTION 505 800 412 413 E1 W5 W1 W1 S1 E2 W5 W5 E4 E2 S1 0.7 1.5 2.2 4'-8" 6'-4 1/2" 6'-4 1/2" 2'-3" 409 406 404 408 407 410 5'-2 3/4" 5'-10 3/4" 6'-1" CLEAR CLEAR 3'-0" W6 4'-0" 3'-9" 2'-0" 19'-4" 5'-6" 5'-6" 2'-0" M. BATH BATHROOM W1 W1 W1 W1 W1 W1 W1 W1 W2 W7 W7 W2 W7 W7 W2 W1 W1 W2 W1 W1 W7 W7 3'-6" 3'-6" 1'-4" 1/4" 1'-0" 2 LEVEL 4 Street Facade RODE Unit Living Space RODE Floor Plans Nick Binder
WALL MOUNTED VANITY WALL MOUNTED VANITY 505 505 TUB: KHOLER UNDERSCORE 60x30 RECTANGLE ALCOVE GLASS W/ GLASS DOOR 3'-0" RECESSED SHELF W/ SOLID SURFACE RETURNS AND BACK WALL 2'-0" 3'-0" 1'-6" 1'-6" 2'-8" RECESSED SHELF SOLID SURFACE RETURNS AND BACK WALL 11'-5" 6'-4 1/2" SOLID SURFACE CURB TO MATCH CVANITY OUNTERS SQUARE DRAIN -02 T-01 T-01 START TILE AT CORNER START TILE AT CORNER GLASS SHOWER DOOR TOWEL BAR -03 1'-11 1/4" RECESSED SHELF W/ SOLID SURFACE RETURNS AND BACK WALL GLASS SHOWER DOOR -03 UNDERMOUNTED SINKS IN WALL MOUNTED VANITY MIRROR; PROVIDE POWER GLASS SHOWER DOOR SHOWER HEAD T-03 -03 END ON FULL TILE; TYP. 93 1/2" WALL MOUNTED VANITY UNDERMOUNTED SINK MIRROR; PROVIDE POWER -03 ROBE HOOK CURTAIN ROD TUB: KHOLER UNDERSCORE 60x30 RECTANGLE ALCOVE RECESSED SHELF W/ SOLID SURFACE RETURNS AND BACK WALL -03 1'-10 1/2" MIRROR; PROVIDE POWER -03 ABOVE COUNTER 1'-6" ROBE HOOK MIRROR; PROVIDE POWER CURTAIN ROD SHOWER HEAD WALL MOUNTED VANITY TUB: KHOLER UNDERSCORE 60x30 RECTANGLE ALCOVE UNDERMOUNTED SINK -03 51 5/8" CURTAIN ROD 30" TOWEL BAR TUB: KHOLER UNDERSCORE 60x30 RECTANGLE ALCOVE -03 4'-10" 60x30 RECTANGLE ALCOVE SCALE: DATE: PROJECT: 776 Boylston St. Unit #E9B Boston, MA 02199 Miller Engineering Testing S R C UR Souza, Ture and Partners 265 Winter Street, 3rd Floor Waltham, MA 02451 617.926.6100 | T M BLW Engineers 311 Great Road Littleton, MA 04160 617.486.4301 | T 978.428.0067 | F As indicated UNIT 2 BATHROOMS 1916 COMMERCIAL (RESTAURANT) TWO RESIDENCES 1/21/2021 LDJ Development A 505 449 WEST BROADWAY SOUTH BOSTON, MA 1/2" 1'-0" 1 UNIT 2-BATHROOM-PLANS 1/2" 1'-0" 5 UNIT 2-MATER BATHROOM-ELEV. D 1/2" 1'-0" 4 UNIT 2-MASTER BATHROOM-ELEV. C 1/2" 1'-0" 3 UNIT 2-MASTER BATHROOM-ELEV. B 1/2" 1'-0" 2 UNIT 2-MASTER BATHROOM-ELEV. A 1/2" 1'-0" 7 UNIT 2-FULL BATHROOM-ELEV. B 1/2" 1'-0" 8 UNIT 2-FULL BATHROOM-ELEV. C 1/2" 1'-0" 6 UNIT2-FULL BATHROOM-ELEV. A 1/2" 1'-0" 9 UNIT 2 -FULL BATHROOM -ELEV. D ALL DIMS ARE TO FACE OF FINISH 1/2" 1'-0" 10 UNIT 2 -HALF BATH -PLAN 1/2" = 1'-0" 11 UNIT 2 -HALF BATH -ELEV. A 1/2" 1'-0" 12 UNIT 2-HALF BATH-ELEV. B 1/2" = 1'-0" 13 UNIT 2-HALF BATH-ELEV. C 1/2" 1'-0" 14 UNIT 2-HALF BATH -ELEV. D ALL DIMS ARE TO FACE OF FINISH No.DescriptionDate 3REVISION 10REVISION 10 10 Construction Photos Nick Binder Bathroom Plans Nick Binder Main Entry RODE Master Bathroom RODE
GreyRocks HQ
Hebron, NH
About Project
The Headquarters for the Newfound Lake Region Association (NLRA) is a community center for nature conservation and learning that was inspired by barns in the New Hampshire region.
From the street, the roof takes a traditional pitch. Moving towards the water, the pitch shifts from a simple turn in plan and creates a dynamic communal space below.
As the buildable area was limited by various set backs from the surrounding channel and wetlands, this project required a rigorous programming analysis process to ensure the NLRA has space for all their needs
Role on Project
After bringing this project to the company through my own connections, I collaborated with a team of designers to develop the design from the ground up. We worked with the NLRA through the design process to achieve their specific goals.
05
Render - Main Facade
Nick Ruggeri
RODE ARCHITECTS 11/15/2018 Grey Rocks 178 N Shore Rd, Hebron, NH 03241 SITE PLAN PARKING NORTH BIOSWALE STORMWATER RETENTION WETLANDS WETLANDS CHANNEL BOAT STORAGE TEMPORARY ACCESS BOAT RAMP DROP-OFF ZONE OUTDOOR LEARNING AREA M-1 S-1 NORTH SHORE ROAD PICNIC AREA PERMACULTURE 11/15/2018 Grey Rocks 178 N Shore Rd, Hebron, NH 03241 NATURE 50'-0" Grey Rocks 178 Shore Rd, Hebron, 03241 11/1/18 SH NATURE BOTTOM HILL CENTRAL Grey Rocks 178 Shore Rd, Hebron, NH 03241 11/1/18 NATURE BOATING BOTTOM OF HILL ENTRANCE CENTRAL 50'-0" Grey Rocks 178 Shore Rd, Hebron, NH 03241 11/1/18 PARKING 50'-0" Grey Rocks 178 Shore Rd, Hebron, 03241 SITE -CENTRAL POINT 11/01/18 Render - View from Channel Nick Ruggeri Landscape Plan OJB Site Plan Sketches Nick Binder
GREY ROCKS / HEBRON, NH / 01/25/19 / PAGE 38 GREAT HALL - INTERIOR LOOKING IN (EVENING) HEBRON, NH 1/16" 1'-0" Grey Rocks 178 Shore Rd, Hebron, NH 03241 11/1/18 M-1 S-1 O-1 O-3 MB-1 VERT. CIRC. BR HEARTH DISPLAY VERT. CIRC. HEARTH O-2 O-1 OB ROOF LINE ABOVE ROOF LINE ABOVE TOUCH GROUND LIGHTLY OPEN BRIDGE ASSEMBLY OFFICE S-1 1/16" 1'-0" Grey Rocks 178 Shore Rd, Hebron, NH 03241 MASS -CONCEPT 11/1/18 ROOF WITH PV ARRAY PORCH TOUCH GROUND LIGHTLY CABIN ASSEMBLY OFFICE S-1 1/16" = 1'-0" S-1 O-1 O-3 MB-1 MB-2 BR HEARTH O-2 O-1 OB TOUCH GROUND LIGHTLY ASSEMBLY OFFICE S-1 1/16" = 1'-0" Grey Rocks 178 Shore Rd, Hebron, NH 03241 MASS -CONCEPT 4 11/01/18 PROCESS - BUILDING SCHEMES M-1 1,200 SF MB-2 200 SF MB-1 175 SF MB-3 70 SF S-1 300 SF O-3 300 SF OB-1 75 SF OB-2 100 SF O-1 110 SF O-1 110 SF O-2 60 SF ACCESS TO OUTSIDE O-2 60 SF O-2 60 SF O-2 60 SF O-2 60 SF O-2 60 SF CONNECTION POSSIBLE CONNECTION CONNECT ON LEVEL OR BY STAIR & ELEVATOR COULD BE REDUCED BY USING EFFICIENTLY STACKED AND STORED FURNITURE OR FURNITURE THAT IS BUILT-IN AND STORED WITHIN CASEWORK COMBINE THESE TWO? IS THIS STORAGE SPACE OR CAN IT BE ACCOMPLISHED THROUGH CABINETS? M-3 100 SF BR 1/16" = 1'-0" GREY ROCKS / HEBRON, NH / 01/25/19 / PAGE 18 BUILDING PLANS LEVEL 1 LEVEL 2 MAIN HALL CATERING KITCHEN ENTRY VESTIBULE BAR COUNTER BENCH SEATING MUD ROOM WET LAB TOILET TOILET WORKSHOP/ STORAGE CONFERENCE KITCHEN/ ARCHIVES OPEN OFFICE OPEN TO BELOW OPEN TO BELOW OFFICE OFFICE HEARTH MAIN ENTRY Plans Nick Binder Program Options Nick Binder Program Analysis Nick Binder Render - Main Hall Nick Ruggeri Render - Main Hall Nick Ruggeri
Pine Street Inn
Jamaica Plain, MA
About Project
The project at 3368 Washington Street in Jamaica Plain, MA is a joint venture between the Pine Street Inn and The Community Builders.
The 5 story building consists of 140 supportive housing units for residents working with Pine Street, 62 low to moderate income units for residents working with The Community Builders, and office space for both groups.
Amenity spaces are planned throughout the project at every floor. At the ground level is a large amenity space for building wide gatherings, at level 2 is an outdoor courtyard, and at level 5 is a roof top amenity space with an outdoor deck.
Role on Project
I played the role of Job Captain on this project. I kept the team organized and coordinated between disciplines.
Some of the more detailed focuses I had on design were the overall plan layouts, the core layouts, and the structural coordination.
06
Render - Street Facade
Nick Binder & Alex Zee
DN DN -201 A-200 -201 A-300 A-300 -200 STAIR S-01D 140 SF STAIR S-01B TRASH 139 STAIR S-01C 12E 22E 22E A-509 ELEV ELEV STAIR A S-01A 22E GARAGE ACCESS SWITCH GEAR TRANSFORMER 11 13 15 18 20 22 25 28 A C K M P Q R 48 46 44 GG 41 JJ KK MM PP QQ 40 42 45 47 50 56 54 57 BB AA T PROPOSED EASEMENT WITH ADJACENT PROPERTY EXISTING ADJACENT PROPERTY TRANSFORMER (NOT SCOPE) STUDIO 122 STUDIO 123 STUDIO 124 STUDIO 125 STUDIO 126 STUDIO B 127 STUDIO A 128 STUDIO C 130 STUDIO 131 STUDIO 121 STUDIO 120 STUDIO 119 STUDIO 118 STUDIO C 117 STUDIO 116 STUDIO 115 STUDIO 114 CORRIDOR 132 STUDIO C 129 A-350 A-352 A-352 A-351 A-352 A-350 OPEN TO ABOVE LANDSCAPE PLANTERS. SEE DWGS TREE PIT, TYP. SEE DWGS EE FF STUDIO 113 STUDIO 112 STUDIO 111 A-701 A-701 A-701 -701 A-701 -701 1 -701 A-701 A-701 -701 A-701 A-701 A-701 TRASH 134 TRASH 138 A-701 A-701 2 A-701 2 -701 A-701 A-701 A-701 A-701 EGRESS 137 -505 A-350 CC A-350 A-350 A-351 A-351 A-351 A-352 A-300 A-300 -509 X138 X136 XS01C 134 XS01B X139 X132 ELEC. 136 TRANSFORMER ELEV SHAFT ABOVE B 21 55 53 51 HH N 36 35 33 31 29 37 34 32 30 39 38 G 24 49 43 TCB OFFICE 143 LOBBY 100 RESTROOM 105 PACKAGE ROOM 103 RESTROOM 104 MAIL ROOM 102 ELEVATOR LOBBY 109 VESTIBULE 101 LV DINING ROOM 110 X141 100 NN LL 27 26 -200 A-201 A-351 109 D LINE OF CANOPY ABOVE LINE OF WALL ABOVE LINE OF WALL ABOVE A-350 A-450 11 -450 -450 A-450 -560 -560 S01AA S01AB -450 TCB OFFICE 145 TEAM OFFICE 1023 MEDIUM MEET 1027 WORK FORCE DEVELOPMENT OFFICE 1035 TEAM OFFICE 1040 95 SF TEAM OFFICE 1044 TEAM OFFICE 1050 TEAM OFFICE 1051 ELEC. 1060 133 130'40' 7" 30' 10" 8.0% 16.5% VERTICAL RACKS GROUND RACKS TOTAL BIKES FENCE, GATE AND RAILING. SEE LANDSCAPE DWGS. CONCRETE STAIRS AND RETAINING WALL. SEE CIVIL STRUCTURAL DWGS REFER TO LANDSCAPE DRAWINGS FOR FINISH ALONG PERIMETER OF BUILDING STRIPPED WALKING AREA. SEE CIVIL DWGS SH KITCHEN /LAUNDRY 133 TEAM OFFICE FACILITIES 1028 13D 12D.2 12D.2 12D.2 12D.2 12D.2 12D.2 12D.2 12D.2 12D.2 12D.2 12D.2 12D.2 A2 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A2 SMALL MEET 1011 MEDIUM MEET 1041 TEAM OFFICE 1029 SMALL MEET 1016 SMALL MEET 1017 SMALL MEET 1012 SMALL MEET 1013 CLIENT SUPPLY 1015 TEAM OFFICE 1052 FLEX MEET OFFICE 1043 SMALL MEET 1014 MEDIUM MEET 1045 80 SF PSI MDF 1026 BREAKROOM 1037 EXAM ROOM 1009 SMOKER'S LOUNGE 160 JANITOR 1053 MEDIUM MEET 1046 FURNITURE STORAGE 1047 TCB FILING ROOM 148 FIRE ALARM CLOSET 1018 RESTROOM 1024 RESTROOM 1025 TEAM 1020 TCB OFFICE 144 PSI LAUNDRY 140 PSI STORAGE 1049 TEAM 1039 MOTHERS ROOM 1036 PSI PANTRY EMERGENCY FOOD STORAGE 150 CLINICIAN OFFICE 1032 CLINICIAN OFFICE 1019 TCB RESOURCE 147 TCB MANAGEMENT 142 RESOURCE 1030 CORRIDOR 1010 LARGE MEET 1031 STORAGE 106 COMMUNITY ROOM 107 VESTIBULE 146 TRASH/RECYCLE ROOM 1034 W TEAM 1038 17 14 19 TEAM 2 1021 TEAM 1033 ADA SHOWER RM 1055 RESTROOM 1056 ADA SHOWER ROOM 1057 STORAGE 1058 RESOURCE 1059 52 E H -451 11 FIRE VALVE CABINET. RAMP S01F TCB-MDF 149 BT-IDF 135 135 139 X1038 22.5 INTERCOM INTERCOM 49.9 A1 GARAGE EXHAUST DUCT 41' 6" GATE AND FENCE. SEE LANDSCAPE DWGS BOLLARDS, SEE CIVIL A-617 A-616 1 A-61 16 1 7 A-616 A-615 A-615 A-615 1 A6151 -600 A-616 1 -600 -6161 A603 A-603 A-617 / 1 A0 3 -603 A-600 1 A-600 A-600 A-600 1 A-600 STAIR VEST. VS-01B STORAGE 1042 CORRIDOR 1054 XG-1 XG-2 3HR FIRE RATED DOOR HR CMU WALL STORAGE 108 A-200 PRIVACY FENCE, SEE LANDSCAPE SOLDIER PILES. SEE GEOTECH DWGS AREA OF ASSISTED RESCUE. PROVIDE SIGNAGE 13' 0" 14' 11 1/4" 12' 0" 40.48 40.48 39.53 F.1 -500 10 2.2 11E RESTROOM 162 RESTROOM 163 CORRIDOR 161 44' 8" SEE FP DWGS -452 12DV 12D 46' 3/4" 12' 3/4"4' 1/4" FLOOR MOUNTED GAS METER ASSEMBLY 161 163 162 1047 1060 1041B 1046 1049 1044 1055 1056 1058 1057 1053 1052 1051 1050 1043 1045 1042 1040 1041A 1036 1034 1035 1037 1010 1015 1016B 1016A 1017A 1011A 1012 1013 1014A 147B 148 149 1014B 1012B 1011B 1009B 1009A 143 142 146A X146 146B 1019 1032 1023 1026 1025 1024 1027B 1027A 1028 1029 150A 107A 106 105 108 107B 104 39.53 12E 12E 12E 00D 00D 00D 12E 12E 12E 12E 12E 12E 12E 12E 12E 12E 12E 12E 12E 00E 00D 00D 00E 00D 00E 00C 12E 12E 12D.2 12D.2 12D.2 12D.2 12E 12E 00C 12E 12D.2 12D.2 12D.2 12E 12E 12E 12E 00E 00D 00D 22E 22E 41D 01E 01E 12E 12E 12E 12E 00C 00C 12E 31E 31E2 1 2 3--2' 1/4" 2' 1/2" 1/2" 00D -500 -501 -501 PROVIDE CONTROL JOINTS ALIGN WITH DOOR OPENINGS FEASIBLE. -500 WATER/SPRINKLER SERVICE UP FROM BASEMENT EXTERIOR BIKE RACKS. SEE LANDSCAPE DWGS FEC1 FEC2 FEC2 TE2 TE2 TE2 TE2 TE2 TE4 FEC1 FEC1 FEC1 FEC1 21 A-603 BIKE PARKING 141 160 X107 19 A-6041 114 111' - 3/ 11' - 3/4" 11'4" 11'11' - 3/ 11' - 3/4" 11'4" TYP. DEMISING WALL LEVEL 1-R 2"4' 12' 7"1' 1/4" 5"4' 1/4" 12' 8" 1/4" 12' 8" 9" 2"6' 3/4" 6 - 03 6- 1 19' 1/2" 19' 5 -1 / 5012 2"4' 7"7' 1/4" 5"6' 8"3' 8"4' 1/2" 1/2"10' 1/2" 9' 11 1/4" 11' 3/4" 6' 3/4" 7 1/4" 1/2" 12' 0" 6' 1/2"4' 11 1/2" 13' 5" 1" 71 26 1126221 4 103 150B 140 1017B 110 147A 1054 107C 1030B 1030A 9 X101 1018 X100 147 1 0 9" 2" 2'1' 2"13' 3/4" 10' 0"3' 1/4" 20' 3/4" 5' 1/4"1' 2" 1' 2" 1' 2" 3/4" 00D3 / 4 27 37 - 0" 15 - 3" 10'2" 125'12 - 2" 12 - 2" 10' - 1/1/ 50 1/8" = 1'-0" 1 LEVEL First Floor Plan Nick Binder
Render - Coutryard
Render - Street View
Nick Binder & Alex Zee
Nick Binder & Alex Zee
DN UP DN DN UP UP DN UP 20 22 K A-503 5 A-502 6 A-502 11 A-502 12 A-502 L 21 H 22.5 ELEVATOR MACHINE ROOM 004 1/2" 0" 1" CLEAR 2' 2 1/2" 15'10 1/2" 17' 10" CLEAR 8' 11" CLEAR 6" CLEAR 21D 72E 00B 72E 72E 72E 72E 72E S00A 2' 4"5' 2" 6" CLEAR 18' 10" CLEAR 2' 2 1/2" 16' 7 1/2" 72E 72E 72E 72E 72E 72E 72E 72E 9' 0" 13' 5" 004 9" 4'7" TWO-WAY COMMUNICATION SYSTEM 7' 4" 9 TREADS @ 11" 00A 72E 00B 72E ELEVATOR 1 ELEVATOR 2 ELEVATOR PIT SMOKEGUARDS ABOVE, TYP. LEVELS BASEMENT & 2-5 70E 003 72E 00A 20 22 K A-503 A-502 A-502 11 A-502 12 A-502 L 21 H 22.5 A-560 5' 3/8" 4' 0" 8' CLEAR 2' 2 1/2" 15'10 1/2" 17' 10" CLEAR 8' 11" 6" 4"5' 2" 6" CLEAR 18' 10" CLEAR 2' 2 1/2" 16'7 1/2" S01AA 21D 00B 00C 72E 00B 72E 72E 72E 72E 00D 72E 72E 00C 72E 4' 10" R38 R3 -8 ELEVATOR ELEVATOR ELEVATOR SPRING LOADED EGRESS GATE, PROFILE AND FINISH TO MATCH GUARD RAIL 20 22 K M A-503 A-502 6 A-502 11 A-502 12 A-502 L 21 G H 22.5 1/2" 0" 1" CLEAR 2' 2 1/2" 15'10 1/2" 17' 10" CLEAR 6" CLEAR 2' 4"5' 2" 6" CLEAR 2' 2 1/2" 16' 7 1/2" 4' 4" TWO-WAY COMMUNICATION SYSTEM TWO-WAY COMMUNICATION SYSTEM 24D 24D 24D 24D 52E.1 52E.1 52E.1 61E 40D 61E 40D 259 A-507 SIM. FIRE ALARM 259 ELEC 258 STAIR S-02A SH LV LIVING ROOM 270 258 S02AA S02AB 40D 72E 24D 24D 24D 51E.2 51E.2 40D 72E 52E.2 61E 61E 61D 40B 00A 72E 40D 72E 72E 72E 40D 40D 00B 72E 40D 00B 00A 72E 72E A-560 4 ELEVATOR ELEVATOR ELEVATOR 72E 4" R3 -8 R3 -8 40D 4'7" 5 TREADS @ 11" 5' 11" 6 TREADS @ 11" 5' 6" SMOKEGUARDS ABOVE, TYP. LEVELS BASEMENT 2-5 CANE DETECTION RAIL BELOW STANDPIPE VALVE @ 27" AFF, TYP ALL FLOORS. PROFILE AND FINISH TO MATCH GUARDRAIL 13 A-502 TYP MEP SHAFT MEP SHAFT 20 22 M A-503 5 A-502 6 A-502 11 A-502 12 A-502 21 G H 22.5 1/2" 0" 1" CLEAR 17' 10" CLEAR 8' 11" CLEAR 6" CLEAR 2' 4"5' 2" 6" CLEAR 18' 10" CLEAR 2' 2 1/2" 16' 7 1/2" 4' 4" TWO-WAY COMMUNICATION SYSTEM TWO-WAY COMMUNICATION SYSTEM ELEVATOR 1 ELEVATOR 2 ELEVATOR A-507 -560 4 FIRE ALARM 359 ELEV LOBBY 350 STAIR A S-03A ELEC 358 359 350 S03AA S03AB 358 24D 24D 24D 24D 50E 40D 50E 52E 61E 61E 40C 72E 72E 40D 72E 61E 72E 40D 61E 61D 40B 00A 72E 40D 00B 72E 40D 51E.2 51E.2 52E.1 51E.2 52E.1 24D 24D 24D 72E 40D 72E 72E 72E 00A 40D 40D 00B 72E 40D 40B 61D 7' 1 13/16" 4" 7' 4" 8 TREADS @ 11" 6' 10" 5' 11" TREADS @ 11" 8' 3" R3 -8 R3 - 8 A-504 6 SMOKEGUARDS ABOVE, TYP. LEVELS BASEMENT 2-5 20 22 K M A-503 A-502 A-502 11 A-502 12 A-502 L 21 G H 22.5 4' 1/2" 4' 0" 8' CLEAR 2' 2 1/2" 15' 10 1/2" 17' 10" CLEAR 8' 11" CLEAR 7' 6" CLEAR 4"5' 2" 6" CLEAR 18' 10" CLEAR 2' 2 1/2" 16' 7 1/2" 4' 4" TWO-WAY COMMUNICATION SYSTEM TWO-WAY COMMUNICATION SYSTEM ELEVATOR ELEVATOR ELEVATOR A-507 -560 4 FIRE ALARM 459 CORRIDOR 450 ELEC 458 STAIR A S-04A 24D 24D 24D 24D 50E 40D 72E 52E 50E 52E.1 61E 61E 40C 40D 72E 72E 72E 40D 61E 61E 51E.2 40D 72E 00B 10' 0" 72E 24D 51E.2 24D 24D 40D 72E 72E 00A 72E 40D 00B 72E 40D 40B 61D 61D 40B 40D 72E 00A 4' 7' 1 13/16" 450 459 458 S04AB S04AA R3 -8 R38 5' 11" 9 TREADS @ 11" 8' 3" 7' 4" 8 TREADS @ 11" 6' 10" 20 22 M A-503 A-502 A-502 11 A-502 12 A-502 21 H 22.5 5/16" 4' 0" 7/16" CLEAR 2' 2 1/2" 15' 10 1/2" 8' 11" CLEAR 7' CLEAR 4"5' 2" 7' 6" CLEAR 18' 10" CLEAR 2' 2 1/2" 16' 1/2" 4' 4" TWO-WAY COMMUNICATION SYSTEM TWO-WAY COMMUNICATION SYSTEM ELEC 558 STAIR A S-05A CORRIDOR 550 FIRE ALARM 559 ELEVATOR ELEVATOR ELEVATOR A-507 A-560 559 550 558 S05AB S05AA 24D 24D 24D 24D 50E 50E 52E 61E 61E 40D 72E 72E 72E 40D 61E 61E 72E 40D 10' 0" 40D 72E 00B 72E 51E.2 51E.2 24D 24D 24D 72E 72E 40D 72E 00A 40D 72E 00B 40B 61D 61D 40B 40D 72E 00A 52E.1 51E.2 52E.1 7' 1 13/16" R3 -8 R38 9 TREADS @ 11" 8'3" 9 TREADS @ 11" 5' 11" 20 22 A-503 A-502 6 A-502 11 A-502 12 A-502 21 22.5 1/2" 0" 1" CLEAR 2' 2 1/2" 15' 10 1/2" 17' 10" CLEAR 8' 11" CLEAR 6" CLEAR 2' 4"5' 2" 6" CLEAR 18' 10" CLEAR EMER. ELEC 604 STAIR A S-06A XSO5A XR2 5'6 1/2" 3' 3/4" HC-3P 72E 72E HC-3P HC-1P HC-1P HC-1P HC-3P 72E HC-3P 72E 00A 72E HC-3 HC-3 72E 00B HC-3P 72E 72E 00A HC-3P 72E 72E 72E HC-3 ELEVATOR OVERRUN ELEVATOR OVERRUN ELEVATOR OVERRUN 8'3" 9 TREADS @ 11" 5' 11" 8'3" 9 TREADS @ 11" 22 A-503 11 A-502 12 A-502 H 22.5 1/2" 0" 1" CLEAR 17' 10" CLEAR 2' 2 1/2" 15'10 1/2" 00B 00C 72E 21D 00B 72E 00C 72E 72E S01AB CLEAR 7' 6" 81 1R38 R38 50 6S @@ 00A 72E 00B 72E 00C 00A 72E ELEVATOR SMOKE GUARD TYP. K ELEV. PIT 81 0 C L E A R 1 67 1 2 0" CONCRETE FOUNDATION WALLS; REFER TO STRUCTURAL DWGS. SUMP PUMP PIT 22 A-502 TYP C B D A-5034' SCALE: DATE: PROJECT: 185 Dartmouth Boston, MA 02116 Des gn Tea GEOTECH GEI Consultants, 400 Unicorn Park Woburn, MA 01801 781.721.4000 C V / TRA F C / Nitsch Engineering 2 Center Plz. | 430 Boston, Massachusetts 617.338.0063 STRUCTURAL RSE Associates 63 Pleasant St Watertown, Massachusetts 617.926.9300 L NDSCAPE Studio 2112 840 Summer St | Boston, Massachusetts 857.350.3856 MEP P / CODE Cosentini Associates 101 Federal St | Boston, Massachusetts 617.748.7800 TECHNOLOG VoltAir Consulting 6005 Benjamin Road, Tampa, FL 33634 888.891.9713 ACOUST CS Intertek 50 Summer Street Boston, Massachusetts 857.523.6576 1/4" 12/2/2020 7:34:24 PM CORE PLANS 1848 3368 WASHINGTON 11/23/20 THE COMMUNITY A-500 JAMAICA 1/4" = 1'-0" 1 ENLARGED PLAN -CORE A -BASEMENT LEVEL 1/4" = 1'-0" 2 ENLARGED PLAN -CORE A -LEVEL 1/4" = 1'-0" 3 ENLARGED PLAN -CORE A -LEVEL 2 1/4" = 1'-0" 4 ENLARGED PLAN -CORE A -LEVEL 1/4" = 1'-0" 5 ENLARGED PLAN -CORE A -LEVEL 1/4" = 1'-0" 6 ENLARGED PLAN -CORE A -LEVEL 1/4" = 1'-0" 7 ENLARGED PLAN -CORE A -PENTHOUSE 1/4" = 1'-0" 8 ENLARGED PLAN -CORE A -LEVEL 1-R 1/4" 1'-0" 9 ELEVATOR 1-2 PLAN -PIT 1/4" = 1'-0" 10 ENLARGED PLAN -STAIR D No. Description DN UP 20 22 A-503 5 A-502 6 A-502 21 22.5 1/2" 0" 2' 4"5' 2" 20 22 M A-503 5 A-502 6 A-502 11 A-502 12 A-502 21 G H 22.5 1/2" 0" 1" CLEAR 17' 10" CLEAR 8' 11" CLEAR 6" CLEAR 2' 4"5' 2" 6" CLEAR 18' 10" CLEAR 2' 2 1/2" 16' 7 1/2" 4' 4" TWO-WAY COMMUNICATION SYSTEM TWO-WAY COMMUNICATION SYSTEM ELEVATOR 1 ELEVATOR 2 ELEVATOR A-507 -560 4 FIRE ALARM 359 ELEV LOBBY 350 STAIR A S-03A ELEC 358 10' 0" 359 350 S03AA S03AB 358 24D 24D 24D 24D 50E 40D 50E 52E 61E 61E 40C 72E 72E 40D 72E 61E 72E 40D 61E 61D 40B 00A 72E 40D 00B 72E 40D 51E.2 51E.2 52E.1 51E.2 52E.1 24D 24D 24D 72E 40D 72E 72E 72E 00A 40D 40D 00B 72E 40D 40B 61D 7' 1 13/16" 4" 7' 4" 8 TREADS @ 11" 6' 10" 5'11" TREADS @ 11" 8' 3" R3 -8 R3 - 8 A-504 6 SMOKEGUARDS ABOVE, TYP. LEVELS BASEMENT 2-5 K M L G H 2' 2 1/2" 15' 10 1/2" 17' 10" CLEAR 4' 4" -560 4 24D 40D 72E 40B 7' 4" 8 TREADS @ 11" 6' 10" 20 K 5 A-502 6 A-502 21 ELEV. PIT ELEV. PIT 1 81 0 C L E A R CLEAR 7' 6" H 2' 4"5' 2" 1 67 1 2 22 2 0" CONCRETE FOUNDATION WALLS; REFER TO STRUCTURAL DWGS. SUMP PUMP PIT 22 A-502 TYP Des gn Team GEOTECH GEI Consultants, Inc. 400 Unicorn Park Drive Woburn, MA 01801 781.721.4000 T C V / TRA F C / SURVEY Nitsch Engineering 2 Center Plz. | 430 Boston, Massachusetts 02108 617.338.0063 T STRUCTURAL RSE Associates 63 Pleasant St Watertown, Massachusetts 02472 617.926.9300 T L NDSCAPE Studio 2112 840 Summer St | Suite 102 Boston, Massachusetts 02127 857.350.3856 T MEP P / CODE Cosentini Associates 101 Federal St | Suite 600 Boston, Massachusetts 02110 617.748.7800 T TECHNOLOG VoltAir Consulting Engineers 6005 Benjamin Road, Suite A Tampa, FL 33634 888.891.9713 T ACOUST CS Intertek 50 Summer Street Boston, Massachusetts 02110 857.523.6576 T 535 Albany Street | 405 Boston, MA 02118 617.422.0090 T rodearchitects.com 100% CD 1/4" = 1'-0" 4 ENLARGED PLAN -CORE A -LEVEL 1/4" 1'-0" 9 ELEVATOR 1-2 PLAN -PIT Core Plans Nick Binder Render - Level 1 Amenity Nick Binder & Alex Zee Render - Unit Interior Alex Zee
Sullivan Lake House
Newfound Lake, NH
About Project
The Sullivan Lake House was a renovation project. We demoed and remade the entire first floor. Before, a large internal three season wrap around porch covered most of the first floor area while disconnecting the kitchen and living spaces. We reclaimed the area of the porch to create a large, open floor plan where kitchen and living space are ideal for hosting family and friends to the lake house.
Additionally, we pushed out the master bedroom and added a deck on the second floor looking out over the lake.
Role on Project
I was the project Architect for my family friends. I worked closely with them over a couple months, providing multiple layout options until we had a clear plan. Beyond my scope, they had cabinet designers and contractors to come in after to finalize details and finishes.
07
Kitchen from Foyer
Exterior
Kitchen Rendering
Living room
Kitchen Looking back
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Sketching
Youtube.com/Architect_Nick
House in the Trees
Nautilus House
House on a Hill
Garden House
Nicholas Binder Phone: (978) 835-4363 Email: n.binder14@gmail.com