Patrick Hatheway Architectural Portfolio 2021 by Patrick Hatheway

Patrick Hatheway Architectural Portfolio_2021 hathewayp@gmail.com

718_309_8606

_Academic

Selected Works_

Contents

Sequence of Rooms

04-09

Residential Housing_Barcelona_Spain

Circulation Absurdities

10-13

DeBaliviere Crossing

14-17

Community YMCA_Saint Louis_Missouri

Objects

18-23

Digital and Physical Objects

_Professional

Film Picture House_Saint Louis_Missouri

7 Weekend Pavilion

30-33

_Personal

Open Air Pavilion_Jamacia_Vermont

A Mano

8 5

Growing Family

24-27

Renovation & Extension_Brooklyn_New York

Three Generations

28-29

Renovation & Expansion_Brooklyn_New York

34-39

Watercolor & Sketching_Italy

04 Academic

Sequence of Rooms Academic_Professor Emiliano Lopez_2020 Residential Housing_Barcelona_Spain

The Barceloneta neighborhood of Barcelona, Spain, the first development outside of the medieval walls, planned with distinct 30’ x 300’ blocks. This created a typology that I continued in the massing of this housing project. Sited between the sea and the harbor, I decided to take advantage of the breeze and the 30’ wide building blocks to rely on cross ventilation to passively cool the apartments during the summer months. The North - South orientation allows for all apartments to recieve low winter sun to passively heat the spaces in the winter. The exterior folding perforated shades add an extra level of climatic control based off the occupants desires, and program of the interior space. Connecting the two blocks are communal staircases that cross the canal below, creating a cool circulation from the street to the roof - where the displaced streetscape continues.

06 Academic

2BR_Creative Office

3BR_Large Family

2BR_Racecar Championship

1BR_Young Couple

2BR_Residence w/ Airbnb Room 1BR_DINNER!

08 Academic

3BR_Live-in Yoga/Wellness Studio

2BR_Residence w/ Airbnb Room

2BR_Conservatory Students

Threshold Image

Facade Model

To better improve sitelines and privacy between the blocks, the grid of the apartments are rotated 26 degrees. The result of this creates a deep threshold space that acts as a buffer between the private to the public, but also creates an occupible ‘outdoor room’ off every interior space. The matrix of interior rooms, where one can circulate through the apartment in different ways, creates a flexible and floor plan that can adapt with the change in occupants. This framework is important in allowing a diverse population to live in the building, creating resiliency in a neighborhood that is dealing with an oversaturation of Airbnbs and their associated temporary occupants.

10 Academic

DeBaliviere Crossing Academic_Professor Kelley Murphy_2020 YMCA_Saint Louis_Missouri

As a precedent to this project I analyzed the David S. Ingalls Rink at Yale University. Designed by Eero Saarinen, the structure was completed in 1958 as the rink for the hockey team. Saarinen employed a central concrete catenary where a cable net is strung to the outer walls. The use of these two structural elements created a centralization of space that is exhibited through plan and section. Futhering the idea of centralization, but replacing the single catenary arch and cables with multiple vaults, I imagined a structure utilizing both normal and inverted vaults to create fluid public and private spaces.

Interior Rendering

Site Analysis

12 Academic

rspective

ye Pe Worm’s E

In the design of the Y, I explored the idea of spatial centralization informing the program of the building, of which I first saw as being a central gathering space for the community and second, a recreation center. However, with hockey being the main recreation program of the building, this Y would fill a gap in Saint Louis, being the only youth-orientated hockey rink with the City - highlighting the ineqality between the County and City and its accessibility to specific sports.

14 Academic

C Circulation Absurdities Academic_Professor Wyly Brown_2019 Picture House_Saint Louis_Missouri

5 6

ENTRY

1. Mechanical 2. Restroom 3. Small Soundstage 4. Prop. Storage 5. Large Soundstage 6. Food / Drink 7. Editing Room 8. Editing Room

9. Office 10. Restroom 11. Lobby 12. Ticketing 13. Screening 14. Mechanical 15. Storage

Located on the corner lot of Washington Avenue and 15th Street in downtown Saint Louis, the Picture House creates a connection between the public streetscape and private spaces of film. Engaging street life through horizontal and vertical circulation, the project aims to expand the public spaces of downtown Saint Louis. SECTION 1

Scale: 1/8" = 1'-0"

15 13 11 12

1. Mechanical 2. Restroom

9. Office 10. Restroom

16 Academic

By cutting the building massing diagonally on the ground level, the 1st floor store front facades of Washington Avenue are allowed to continue through the site, providing an pathway to the well-visited City Museum. Vertical circulation tubes connect the street with two masses above, both acting as a functional means to move through programmatic spaces and as viewing platforms to engage with the city visually.

18 Academic

Objects Academic_2019-2020 A Collection of Digital and Physical Objects

20 Academic

Academic 23 Objects_Visible Data Fiction: After Lloyd’s of London went through a successful transformation into a data center, it became the benchmark for urban data center design. Through other English cities, replicas started to be built to better serve the needs of the ever-increasing population size of urban areas. Being that the data centers are fully autonomous, they regularly are scanned with LiDAR technolo-gy to perform structural and visual reports. Though the world has increased its technological capacity, it has only been through the expense of the environment. Fossil fuel companies have continued to buy interest in government

and land use. The cities of tomorrow may be here, but also are the landscapes. Stripped, over-worked, without life. Ironically, these data centers, that support the destruction of the landscape and the larger world, also keep the information on the levels of pollution and can run calculations on when the next air-related quarantine is – and how long it will be. The data centers are essential for the way we life, but that begs the question, is the way we live essential? Big data has been a cancerous entity that stuck its roots in our society early in the digital era, and we have yet to reckon with the formal consequences.

24 Professional

G Growing Family

Our client of this house in Carroll Gardens, Brooklyn, came to us with a 35’ deep, 2 storey (+ Basement + Cellar) house wanting to extend it to accommodate his expanding family and their needs: office and informal entertainment spaces, formal living spaces, and addition of bedrooms. By constructing an 16’ extention, we were able to accomodate the necessary program - being mindefully of the neighbors, we were interested in keeping the size of the extension to a minimum. My role in this project, completed under John H. Hatheway Jr., Architect, was Project Manager and Project Designer. Our client Through the project, I headed the creation of the construction documents (partially seen below), coordinated with structural and mechanical engineers, and drove the design process with the clients.

Professional_John Hatheway Architects_2018 Renovation & Extension_Brooklyn_New York

- 4,208 Market Value of Structure = $ 2,860,000 x (23,644 )% 23,644 = $ 2,860,000 x 82.0% = $ 2,345,200

Alteration cost = $459,500 Alteration Cost as % of Market Value= $ 459,000 / $ 2,345,200 = 19.6% 19.6% < 30%, Therefore alteration not required to comply with current code.

cont. Foundation Plan Foundation Details Structural Plans Structural Plans Structural Details Structural Details Structural Details

The building shall comply with the following Sections of the Housing Maintenance Code: 1. 27-2021, 22: Waste receptacles. 2. 27-2027: Drainage @ roof and yard. 3. 27-2028, 29: Central heat & temp. 4. 27-2031: Hot water supply. 5. 27-2038, 40: Lighting @ stairs, halls, yards. 6. 27-2041, 43: Key locks & peepholes. 7. 27-2053: Owner, Janitor services. 8. 27-2057, 65: Light & ventilation. 9. 27-2066: Sanitary facilities. 10. 27-2074: Minimum room sizes

3'-0"

14'-0"

3'-0"

PROP. LINE

09/14/18 08/28/18 08/17/18

DOB Submission 1

07/20/18

For:

Issued:

Seal

1802

DRAWING LIST, SCOPE OF WORK, NOTES

G-001.00 DOB Stamp

1 OF 13

G1 EX.

35'-3"

10/18/18

DOB Submission 2

R2 NEW

16'-4"

12/11/18

Contract DOB Submission 3

R1 EXIST

G2 EX.

19'-10" 54'-9"

Contractor DOB Submission 4

38 2nd Street Brooklyn, NY 11231

3/4" PLYWOOD SHEATHING 2x4 WOOD FRAME CONSTRUCTION

CONSTRUCTION FENCE SECTION 1 G-001 Scale: NTS

35'-3"

PARTY WALL

PAVERS

NEW IN GROUND POOL TO REPLACE ABOVE GROUND POOL

HOUSING MAINT. NOTES: FO-100 FO-200 S-001 S-101 S-200 S-300 S-301

9'-9"

24'-0"

PUBLIC R.O.W

PAVERS

PROVIDE TEMP. CONST. FENCE WITHIN PROPERTY LINE - SEE DETAIL BELOW

PLANTER

DRAWING LIST:

R1 EXIST

19'-10"

STL. DECK

20'-0"

PAVE 1 EXIST

POR 1 NEW

38'-5"

20% Limitation (Total)

NEW 2-STY + BSMT EXTENSION

20'-0"

Structural Engineer: Markis Consulting Engineering, PLLC 6014 Delafield Avenue Bronx, New York 10471

It is a violation of the New York State Education Law for any Person, unless acting under the authority of a Registered Architect, to alter any item on these plans in any way. If alterations to these plans are made, they shall be made in accordance with Article 145.

214.2 cu ft/ 27 cu ft = 7.93 cu yds

Estimated Market Value (Total) x 20% Limitation (Total) - 20% Limitation (Land)

EXISTING 2-STY BRICK LOT 19

EXISTING 2-STY + BASEMENT + CELLAR BRICK

REAR YARD

BC 101.11.2 - Exception For the alteration of an existing building that includes a code compliant on-site stormwater disposal system, the combined area of any proposed horizontal enlargements and increase in impervious surface not exceeding 100 square feet shall not be required to submit any DEP submittal documents.

Mechanical Engineer:

#40

BLOCK 460 LOT 18

1 STORY FRAME SHED

The owner or Contractor shall retain a Registered Architect or Professional Engineer to perform the following inspections: 1. Structural Steel - Erection & Bolting: BC 1704.3.2, BC 1704.3.3 2. Concrete - Cast-In-Place: BC 1704.4 3. Masonry: BC 1704.5 4. Soils - Site Preparation: BC 1704.7.1 5. Mechanical systems: BC 1704.15 6. Structural Safety - Structural Stability: BC 1704.19 7. Excavation - Sheeting, Shoring, and Bracing: BC1704.19, BC 3304.4.1 8. Soil Percolation Test - Drywell BC 1704.20.1 9. Site Storm Drainage Disposal and Detention system installation: BC 1704.20 10. Firestop, draftstop, and fireblock systems: BC 1705.25 11. Energy Code Progress Inspections: - Protection of exposed foundation insulation (IA1) - Insulation placement and R values (IA2) - Fenestration u-factor and product rating (IA3) - Fenestration air leakage (IA4) - Fenestration areas (IA5) - Air sealing and insulation - visual (IA6) - Fireplaces (IB1) - HVAC and service water heating equipment (IB3) - HVAC and service water heating systems controls (IB4) - HVAC insulation and sealing (IB5) - Interior lighting power (IC2) - Maintenance information (ID1) - Permanent certificate (ID2)

VALUE OF IMPROVEMENT VS MARKET VALUE Market Value of Structure =

# 38

EXISTING 2-STY BRICK LOT 17

NEW ROOF DETENTION SYSTEM WITH RESTRICTED FLOW DRAIN AT ADDITION SHALL LIMIT FLOW TO EXISTING STORM DRAIN TO IT'S CURRENT VOLUME. FLOW + RESTRICTED DRAIN SHALL LIMIT FLOW TO 0.003 (0.209 - 0.206).

Plus Group Consulting Engineering, PLLC 32 Broadway, Suite 1601 New York, NY 10004

90'-0"

12.

Patrick Dugan and Christina Dugan 38 2nd Street Brooklyn, NY 11231

#36

QProposed = QR1 EXIST + QR2 NEW + QPAVE 2 NEW QR1 EXIST = 0.95 x 705 / 7,320 = 0.091 CFS QR2 NEW = 0.95 x 324 / 7,320 = 0.042 CFS QPOR NEW = 0.7 x 771 / 7,320 = 0.073 CFS QProposed = QR1 EXIST + QR2 NEW + QP2 NEW = (0.091 + 0.042 + 0.073) = 0.206 CFS

Owner / Tenant:

CONC.

ENT. UNDER

15'-6"

11.

SPECIAL & PROGRESS INSPECTIONS:

CONCRETE VOLUME CALCULATIONS: Footings: 17.0 LF x 3' x 1' = 51.0 cu ft Foundation Walls: 17.0 LF x 1' x 3' = 51.0 cu ft Slab on grade (Extention): (17' x 20') x 0.33' = 112.2 cu ft Total Volume: 214.2 cu ft

Cover Sheet, Plot Plan, Notes Zoning Notes, Floor Areas ECC Notes and R Value Calc, Tabular Analysis Riser Diagrams, Notes Existing/Demo Plans Existing/Demo Plans Proposed Floor Plans Proposed Floor Plans RCP Plans RCP Plans Existing/Demo, Proposed Elevations Schedules

10.

14. 15.

Criteria for Exemption: - The total structural concrete specified for the project is less than 50 cubic yards. - The structural design of the concrete is based on a specified compressive strength, f 'c, no greater than 2,500 pounds per square inch (psi) (17.2 MPa), regardless of the compressive strength specified in the construction documents or used in the construction; and - The concrete to be placed is specified to have a compressive strength of at least 4,000 psi (28 MPa).

G-001 Z-001 EN-001 P-001 DM-001 DM-002 A-001 A-002 A-011 A-012 A-021 A-031

13.

CONCRETE TESTING: The work meets the exemption criteria of Buildings Bulletin 2009-026, Item IV, and I hereby elect to waive the requirement of concrete testing and the TR2 form and TR3 form.

1 cu yd = 27 cu ft

PLANTER

Contractor shall provide proof of adequate insuran owner, architect, and engineer harmless for any lia arising from performance of his work. Contractor shall take all necessary precautions to p unnecessary damage to building structure and pro occupants. Contractor shall visit job site and thoroughly familia with all existing conditions relative to the installatio No allowance will be made for his failure to do so. 4. Contractor shall review the plans of other trades an his work to provide for adequate space and clearan work progresses. All work shall be installed in accordance with rules 5. regulations of the 2014 Plumbing, Building, Base B Standards and all other authorities having jurisdicti 6. Contractor shall pay all fees obtain all necessary p coordinate utility work. All piping shall be concealed within the hung ceilin 7. No exposed piping will be allowed. 8. Roughing and final connections to equipment whic by others shall be installed by this contractor. For locations of partitions, ceiling heights, soffits, etc., architectural drawings. 9. Waste lines installed at ceiling of space below the run tight to bottom of beams. 10. The contractor shall run all piping as required to pe work shown in the drawings and coordinate locatio drainage, water supply, etc. as required to complet plumbing work. 2.

QPERMITTED = QR1 EXIST + QP1 EXIST + QG1 EXIST +QG2 EXIST QR exist = 0.95 x 705 / 7,320 = 0.091 CFS QPave exist = 0.85 x 1,005 / 7,320 = 0.116 CFS QGrass exist = 0.20 x 90 / 7,320 = 0.002 QPermited = QR exist + QPave exist + QGrass exist = (0.091 + 0.116 + 0.002) = 0.209 CFS

tel. 718 855 4414 fax. 718 855 8680

ELEV. = 45.18'

SOLID OPAQUE WOOD FENCE ON CURB

The owner or Contractor shall retain a Registered architect or Professional Engineer to perform the following inspections:

ELEV. = 45.65'

3'-0"

MECHANICAL VENTILATION NOTES (2014):

114 Clinton Street, #1H Brooklyn, NY, 11201

BC = 44.26' TC = 44.41'

General: 1.

Allowable flow: the stormwater flow from a development that can be released into an existing storm or combined sewer based on existing sewer design criteria. Existing: R1 = 705 sf, Pave 1 = 1,095 sf

CONC. SIDEWALK

20'-0"

General Conditions: 1. The provisions of division 1 shall apply to the work section.

LOT AREA = 20' x 90' = 1,800 SF QDEVELOPED = drainage coefficient x AREA / (43,560 ft2/ac / rainfall intensity 5.95)

2'-0"

Light & Ventilation (Subchapter 12): 27-732 - Natural Light: Every habitable room shall be provided with natural light complying with provisions of subchapters of Article 3. 27-745, 746 - Ventilation: Natural and mechanical ventilation provided as required.

ENERGY CODE PROGRESS INSPECTIONS:

4. 5.

BC = 44.85' TC = 44.98'

348'-1"

PLUMBING NOTES (2014

COEFFICIENTS OF DRAINAGE: ROOF = 0.95, Pavement = 0.85, POROUS ASPHALT/CONCRETE = 0.70, GRASS = 0.2

John H. Hatheway, Jr. ARCHITECT

SECOND ST. (100' Wide)

35'-3"

Means of Egress (Subchapter 6): No Change 27-357 - Exit Requirements: Max. travel distance: N.R. 27-366 1(a) - Exit from Floors: One exit, (J-3) 27-371 - Doors: N.R. (J-3) 27-375 (c) Stairs, Headroom: 6'-8" (J-3). 27-375 (e) Riser & Tread: Max. 8-1/4" rise & min. 9" tread (Table 6-4) 27-375 (h) Stair construction: Exisitng combustible: wood stringer, riser & tread 27-375 (i) (1) c. - Stair Enclosures : Need not be enclosed

SMOKE DETECTOR NOTES (2014): 1. Smoke Detecting Devices shall conform to Subchapter 17, Article 6 of the Building Code. 2. Dwelling units shall be equipped with smoke detecting devices receiving their primary power from the building wiring and there shall be no switches in the circuit other than the over current device protecting the branch circuit; provided, however that dwelling units in existing buildings may, in the alternative, be equipped with battery-operated smoke detecting devices except where such buildings are substantially improved or altered on or after January 1, 1982, per Sec 27-980. 3. All smoke detecting devices shall be accepted pursuant to rules and regulations promulgated by the commissioner, approved by the Board of Standards and Appeals or listed by a nationally recognized independent laboratory. No device shall be deemed to be in compliance with this provision unless it is of either the ionizaitonor photo-electric type as per Sec 27-981. 4. All smoke detectors must be installed within 15'-0" of the entrance to any sleeping room and within such rooms; and may be wall or ceiling mounted as indicated on plans as per NFPA #74-190

PLOT PLAN:

PARTY WALL

Fire Protection (Subchapter 5): Comply with table 3-4. All walls shall be rate 2hrs, all ceilings shall be rated hr.

The Drawings are a part of the complete contract Documents. Work indicated on the Drawings shall be subject to the entire Contract Documents. The General Conditions of the Contract for Construction, by the AIA (Form A201), are made a part of the Work as if written out in full herein, unless otherwise modified. The Construction Documents are the exclusive property of this Architect. The Contractor and various sub-contractors, shall obtain all permits required by the Department of Buildings and other applicable agencies. The Contractor shall be responsible for obtaining Sign-offs for plumbing and electrical work and ensuring that such approvals are properly recorded in the D.O.B. Building Information System. The Contractor, and various sub-contractors, must be licensed to perform the work required by these Construction Documents The Work shall conform to the 2008 Building Code of the City of New York. Work shall comply with the City of New York Admin. Building Code, the City of New York Electrical code, applicable OSHA regulations, and any other applicable standards and/or laws. The Contractor shall be responsible for construction means and methods, and safety procedures. The Work includes necessary construction operations. The Contractor shall properly protect and make safe all floors, walls, ceilings, other parts of the structure, and adjacent property as conditions necessitate. Materials and products used in the Work shall be new and delivered to the site in the manufacturer's packaging. Identical or similar classes of items used in the Work shall be from a single manufacturer. Materials shall be approved for use by NYC BS&A. Patch and repair any disturbed construction in a neat and satisfactory manner, with construction in conformance with the Drawings and Specifications. Clean the premises daily, to prevent accumulation of debris and to prevent interference with the Work. Demolition work shall be performed in accordance with applicable standards, and so as to minimize inconvenience or damage to tenants or existing portions of the Work which are to remain. Erect plastic barriers as necessary to prevent the spread of construction dust to parts of the building outside the Work area. The Contractor shall be responsible for verifying all existing conditions as they relate to the proper execution of the Work. Report to the Architect any discrepancies between the architectural drawings and actual conditions, for resolution. Dimensions indicated are to finished surfaces. Layout the Work so that it agrees with the lines, levels and dimensions indicated on the Drawings. The Contractor shall be responsible for repairing damage caused during construction operations to existing surfaces and finishes that are to remain in the finished work, at no cost to the Owner. The Work shall be guaranteed by the Contractor to the Owner against defects resulting from the use of inferior materials, equipment, or workmanship, as solely determined by the Architect, for a period of one year from Final Payment. Defects Shall be repaired or replaced, complete with labor and materials, at no cost to the Owner. The Contractor shall provide the Owner with such a guarantee in writing. Provide air gaps or vacuum breakers in compliance with DOB Memo 12/8/86. Gas dryers are to be ducted to external vent.

5'-0"

Building Limitations (Subchapter 4) 27-292 (a) - Building Access, above grade: Windows provided at each story w/opening of at least 24" x 36" 27-292 (b) (2) - Building Access, below grade:Windows provided at each story w/opening of at least 24" x 36" 27-292.5 (a) - Accessibility for the Physically Disabled: Not Required 27-292.8 (a) - Adaptable Dwelling Units: Not required 27-301 & Table 4-1 - Area Limitations: 14,700 (J-3, Class II-B) 27-305 & Table 4-1 - Height Limitations: 75 ft. (J-3, Class II-B) 27-307, 313 - Projections beyond street Line: None 27-316, 317 - Limitations within Flood Hazard Areas: See dwg ZO-001.00

GENERAL NOTES AND SPECS.:

38'-5"

Occupancy classification: Existing: Residential 1-Family (1968 BC) Proposed: NO CHANGE

SEE ZO-001 FOR CALCULATIONS AND NOTES

Interior renovation including plumbing, electrical and mechanical work. Rear extension, structural work (Structural drawings in subsequent filing). Rear deck w/ stairs to yard

8'-0"

Construction Classification: Existing: Class 3 - Protected wood joist Proposed: II-B (1968 BC)

CARBON MONOXIDE DETECTOR NOTES (2014): 1. Carbon Monoxide Detection Devices shall conform to Local law 7 of 2014, DOB Rules 1 RNCY 28-02 and Building Code Reference Standard 17-13 and 17-14. 2. Carbon Monoxide Detection Devvices shall receive their primary power from building wiring. There shall be no switches in the circuit other than the overcurrent device protecting the branch circuit. 3. Such devices shall be located within 15 feet of any room used for sleeping purposes and within such rooms, as per chapter 28 of the Rules and Regulations. 4. All Carbon Monoxide Detection devices shall be accepted pursuant to rules and regulations promulgated by the commissioner, approved by the Board of Standards and Appeals or listed by a nationally recognized independent laboratory. No device shall be deemed to be in compliance with this provision unless it is of either the ionization or photo-electric type.

STORM DRAINAGE CALCULATION: 1.

16'-4"

WORK SHALL COMPLY WITH THE 1968 BUILDING CODE OF THE CITY OF NEW YORK

Renovation of One Family dwelling - horizontal enlargement. Partition, plumbing and mechanical work. New porch at rear. No change to use, occupancy or egress:

2'-0"

BUILDING CODE NOTES:

The work shall comply with the 1968 Building Code of the City of New York.

SCOPE OF WORK:

SOLID OPAQUE WOOD FENCE ON CURB

BROOKLYN NEW YORK 11231 BLOCK: 460 LOT: 18

ZONING INFORMATION: 38 2ND STREET - BOROUGH OF BROOKLYN BLOCK: 460 LOT: 18 ZONING DISTRICT: R6B ZONING MAP: 16c LOT AREA - 1,800 SF

SMITH ST.

38 2nd Street

Plumbing and Drainage: All plumbing and gas piping work shall be installed 1. accordance with the requirements of 2014 Plumbin 2. Plumbing fixtures shall be of type and manufacture use in New York City, and shall bear BS&A approv 3. All gas fired equipment to be A.G.A. or M.E.A. app 4. Plumbing contractor to examine proposed layout w existing field conditions, and shall notify architect o discrepancies between assumed field conditions a encountered during construction. Plumbing contra inform Architect of any revisions to plan which shal necessary, based on conditions uncovered in the f to install all fixtures, equipment and piping in strict with the requirements of the NYC Building Code. 5. Plumbing contractor shall arrange and obtain inspe required sign-offs. 6. Remove or relocate all plumbing affected by remov partitions. Removed pipes shall be cut to a point o concealment behind or below finish surfaces and s properly capped or plugged.

Pipe Installations All piping shall be installed in an approved manner a. b. Drain lines shall have required uniform slope of 41" p minimum. 81" per foot will be permitted on main drai required to maintain clearances. All piping shall be supported to prevent any sagging or bowing. Water piping shall run parallel to building walls, an c. amply supported. Provide stop valves at all equipm fixtures. Provide section shutoff valves at connecti piping. d. Contractor shall perform all necessary cutting and patching for the admission of his work. e. Provide 1/2"Hot water recirculating loop.

Materials All materials used shall be new and free of defects a. b. piping: where possible pipe materials shall match e materials or shall be as follows: soil, waste, or vent iron "no-hub" pipe and fitting 9CISPI 301) above gr c. Gas piping shall be scheduled 40 black steel pipe malleable iron fittings. Valves - valves on water piping shall be all bronze d. manufactured by Milwaukee Valve Company Jenki Valves on gas piping shall be Walworth Lubricated e. All horizontal storm and waste piping concealed w ceilings or walls and all hot and cold water piping s insulated with certainteed or approved equal 21" thic insulation with all service jacket.

Plumbing Fixtures All Plumbing fixtures shall be first quality unblemished a include all pertinent operation devices. Colors shall be a by architect.

Testing All new installed sanitary, hot and cold water piping a. thoroughly tested in accordance with NYC Building

Existing impermeable surfaces = P1exist + R1exist = 1005 + 705 = 1710 sf

1 P001

Proposed impermeable surfaces= R1exist + R2new + POR1new = 705 + 324 + 771 = 1800 sf

Storm Drainage Diagram Scale: NTS

k of this

4" stack vent

nce to hold ability claims

new new toilet lav.

arize himself on of the work.

nd coordinate nces as the

new lav. 112" new shower

112" 3"

s and Building ion. permits and

2" 112"

112"

ngs or walls.

2ND FLOOR

112" BATH 112" reloc. lav.

1 2"

BATH

STREET EXIST F.A.I. EXIST A.D.

remove tub

LAUNDRY

CELLAR

reloc. dw

new F.D. 4"

Mechanical Engineer:

BASEMENT EXIST. RELOC. Y.D.

3" REMOVE LAUNDRY

EXIST 4" STORM TO ST.

Patrick Dugan and Christina Dugan 38 2nd Street Brooklyn, NY 11231

FAMILY ROOM reloc. sink

TO STREET

3" 2"

new w.m.

reloc. reloc. new toilet lav. shower

Owner / Tenant:

1ST FLOOR

Plus Group Consulting Engineering, PLLC 32 Broadway, Suite 1601 New York, NY 10004

REAR YARD

NEW Y.D.

EXIST 4" SANITARY TO ST.

new ejector pump

new fl. drain

val of of shall be

new fl. drain

Energy Analysis:

Residential :

ITEM DESCRIPTION

Scale: NTS

ROOF

nd shall be ment and ons to existing rough

2ND FLOOR

s. existing pipe t piping - cast round. with screwed

Contractor

12/11/18

Contract

10/18/18

DOB Submission 4

09/14/18

DOB Submission 3

08/28/18

DOB Submission 2

08/17/18

DOB Submission 1

07/20/18

For:

Issued:

new stove

e as ins, or Nibco. d plug valves. within hung shall be ck fiberglass

1ST FLOOR

¾"

STREET

new dryer

GAS SUPPLY M

Seal

new bbq

remove stove

new 3 4" gas riser

exist. gas meter

g shall be g code.

BASEMENT

38 2nd Street Brooklyn, NY 11231

REAR YARD

112"

1802

¾"

replace boiler Weil-McLain Ultra 3 MEA# 335-92-E Sealed Combustion Boiler

RISER DIAGRAMS, DRAINAGE, NOTES CELLAR

P-001.00

existing tank-less instantaneous hot water heaters 3 P001

Gas Riser Scale: NTS

DOB Stamp

4 OF 13

Climate Zone 4:

PROGRESS INSPECTIONS FOR ECC - RESIDENTIAL BUILDINGS INSPECTION/ TEST

- New windows: U = 0.29 SHGC = .30 Air leakage 0.30 / sf - New skylight: U = 0.55 SHGC = .40 - Above grade metal framed wall 2x4 framing, 16" o.c. - Masonry rear extension: R = 23 - Slab on grade: R = 10 - Floor over Boiler room: R = 26.24

NYCECC Table R402.1.2 Fenestration U-Factor = 0.32 Skylight U-factor = 0.55 Glazed fenestration SHGC = .40 Ceiling R-Value = 49 Metal framed R-Value = 20 (N/A) Mass wall R-value = 15/20 Floor R-Value = 19 (over boiler room) Basement Wall R-Value = 10/13 (N/A) Slab Value & Depth = 10, 2ft Crawl Space Wall R-Value = (N/A)

Slab on grade floor, insulated to R-10 and located as per code

Slab-on-grade floors with a floor surface less than 12 inches below grade shall be insulated in accordance with R402.2.10 Slab Minimum R-Value = 10 NYCECC Table R402.2.10

A-001.00

Envelope air sealing requirement

The building thermal envelop shall be durably sealed to limit infliration. The sealing methods shall be in accordance with NYCECC Table R402.4.1.1

A-022.00

Fireplaces

Tight-fitting doors used on a masonry fireplace are listed and labeled in accoradnce with UL 907

Fireplace units that are designed to allow an open burn shall have tight-fitting flue dampers or tight-fitting doors. Tight-fitting doors used on a factory built fireplace listed and labeled in accordance with UL 127 or on a factory-built fireplace unit listed and labeled in accordance with ul 127 shall be tested and listed. Fireplace units that are designed to allow an open burn shall be provided with a source of outdoor combustion air as required by the fireplace construction provisions of the NYC building Code.

A-002.00

Insulation placement and R-values: Installed insulation for each component of the conditioned space envelope and at junctions between components shall be visually inspected to ensure that the R-values are marked, that such R-values conform to the R-values identified in the construction documents and that the insulation is properly installed. Certifications for unmarked insulation shall be similarly visually inspected.

As required to verify continuous enclosure while walls ceilings and floors are open

Approved construction documents

IA3

Fenestration thermal values and product ratings [for U-factors]: U-factors, SHGC and VT values of installed fenestration shall be visually inspected for conformance with the Ufactors, SHGC and VT values identified in the construction drawings by verifying the manufacturer’s NFRC labels or, where not labeled, using the ratings in ECC Tables C303.1.3(1), (2) and (3).

As required during installation

Approved construction drawings; NFRC 100, NFRC 200

[102.1.3] 303.1, 303.1.3, 402.1, 402.3, 402.6

IA4

Fenestration product ratings for air leakage: Windows skylights and sliding glass doors, except site-built windows, skylights and doors, shall be visually inspected to verify that installed assemblies are listed and labeled to the referenced standard.

As required during installation

NFRC 400, AAMA/WDMA/ CSA 101/I.S.2[, or AAMA/WDMA 101/I.S.2/NAFS]/ A440

402.4.[2]4

IA2

Approved construction documents

402.3 [402.5.1] 402.6 402.4.1, 402.4.2.2, 402.4.3

New split heat pump system (Ceiling Cassettes) at Cellar, Bsmt, 1, 2 floors. One thermostat per system. Each thermostat compiles as per code.

At least one thermostat is provided for each system.Thermostat shall have ability to setback temperatures down to 55 degrees F, or up to 85 degrees F. Be programmable for different temperatures at different times of day, control based on largest zone. Initial set point to be no higher than 70 degrees F in heating and 78 degrees F in cooling. NYCECC R403.1.1

M-001.00. M-002.00

New split heat pump system (Ceiling Cassettes) at Cellar, Bsmt, 1, 2 floors.

Supply ducts in attics shall be R-8 minimum, R-6 minimum in all other locations. Exception: Ducts or portions thereof located completely inside the building thermal envelope. NYCECC R403.3.1, R402.4.4

M-001.00

100% new recessed light fixtures shall be LED type by Lightolier #C4L10N1 , producing 55.6 lumens/ W. Exterior lights shall be on timed control, set on from dusk to dawn.

Lighting Equipment: A minimum of 75% of the lamps in permanently installed lighting fixtures shall be "high-efficacy" lamps. NYCECC R404.1

EN-001.00, A-011.00, A-012.00

New Mechanical HVAC; duct insulation

IB4

HVAC and service water heating system controls: System controls shall be inspected to verify that each dwelling is provided with at least one individual programmable thermostat with capabilites as described in ECC 403.1.1 and that such controls are set and operate as specified in ECC 403.1.1.

HVAC INSULATION AND SEALING: Installed duct and piping insulation shall be visually inspected to verify correct insulation placement and values. Ducts, Air Handlers, Filter Boxes and Building Cavities used as ducts shall be visually inspected for proper sealing.

Other

ID1

Maintenance information: Maintenance manuals for mechanical, service hot water and electrical equipment and systems requiring preventive maintenance shall be reviewed for applicability to installed equipment and systems before such manuals are provided to the owner. Labels required for such equipment or systems shall be inspected for accuracy and completeness.

BRI

EXTERIOR

BAT (3 21

INTERIOR

Prior to final inspection

Prior to final plumbing and construction inspection

Approved construction documents; ANSI Z21.60, ANSI Z21.50

Approved construction drawings

303.1.5; BC 2111; MC CHAPTERS 7, 8, 9; FGC CHAPTER 6

TOT TOT

New interior partition: Metal studs @ 16 wallboard finish on both sides, 2 hr rate INT.

INT.

New interior partition (around steel columns): Framing with 5/8" gypsum wallboard finish. 2 hour rated construction: BSA Cal. 907-66-SM

INT.

Boiler Room Ceiling: Framing with 5/8" g finish.1 hour rated construction: BSA Ca

WO BA INS GW INS

403.6, 403.7, 403.9, 503

BOILER ROOM CEILING

Prior to final electrical and construction inspection

Approved construction documents including control system narratives

403.1, [403.1.1] 403.4, 403.7, 403.8,

403.9, 503, 504

TO TO

Roof at Extension: 1 hr rated: BSA Cal.

OUTSIDE AIR ROOF

"TORCH DOW BITUMEN RO

RIGID FOAM

BATT INSULA METAL HAT

GYP. WALL B INSIDE AIR:

Controls for turning off circulating hot water pumps when not in use shall be inspected for an automatic or manual switch. IB5

TOTA TOTA

New Rear wall partition: 4" Face brick, 4 with Metal studs @ 16" O.C. and 5/8" g finish. Located at Bas. 1st, 2nd flr OU

Controls for supplementary electric-resistance heat pumps shall be inspected to verify that such controls prevent supplemental heat operation when the heat pump compressor can meet the heating load.

Lighting: New Electrical; Permanently installed interior lighting

HVAC and service water heating equipment:

INTERIOR

8" C

Approved construction documents; ASTM E2178, ASTM E2357, ASTM E1677, ASTM E779, ASTM E283.

Equipment sizing, efficiencies and other performance factors of all major equipment units, as determined by the applicant of record, and no less than 15% of minor equipment units, shall be verified by visual inspection and, where necessary, review of manufacturer’s data.

GWB

Prior to final construction inspection

IB3

BATT (3 21"):

INSID

INS

As required during envelope construction

Fireplaces: Provision of combustion air and tight-fitting fireplace doors shall be verified by visual inspection.

OUTS

BRIC

RIG

Fenestration areas: Dimensions of windows, doors and skylights shall be verified by visual inspection

Mechanical and Plumbing Inspections

New Party wall partition: 4" Face brick, 4 with Metal studs @ 16" O.C. and 5/8" g finish. Located at Bas. 1st, 2nd flr EXTERIOR (ADJ. LOT)

8" CO

[Sealing]Air sealing and insulation - visual inspection option: Openings and penetrations in the building envelope, including site-built fenestration and doors, shall be visually inspected to verify that a continuous air barrier around the envelope forms an air-tight enclosure. The progress inspector shall visually inspect to verify that materials and/or assemblies have been tested and meet the requirements of the respective standards, or that the building is tested and meets the requirements of the standard, in accordance with the standard(s) cited in the approved plans.

[102.1] 303.1, 303.1.1, 303.1.2, 402.1, 402.2, [402.2.5] 402.4.2.2, Table 402.4.2

IA6

IB1

PARTITION TYPES:

RIGID

IA5

Mechanical: New Mechanical HVAC; thermostats

303.2.1

Prior to backfill

EN-001.00, A-031.00

New concrete slab on grade floor at Cellar

Approved construction documents

Protection of exposed foundation insulation: Insulation shall be visually inspected to verify proper protection where applied to the exterior of basement or cellar walls, crawl-space walls and/or the perimeter of slab-on-grade floors.

SUPPORTING DOCUMENTATION

Air Sealing and insulation

ECC or Other Citation

IA1

(NYCECC 2016)

CODE PRESCRIPTIVE VALUE AND CITATION

Reference Standard (see ECC Chapter 10) or Other Criteria

Envelope Inspections

Scope: Alteration to Cellar, Basement, 1st, 2nd, and Roof of a One-Family home.

PROPOSED DESIGN VALUE

FREQUENCY (minimum)

Envelope: Insulation and fenestration

Plumbing Riser Diagram

2 P001

r. per foot in lines where e amply

and shall a s selected

TABULAR ANALYSIS OF ECC COMPLIANCE

Structural Engineer: Markis Consulting Engineering, PLLC 6014 Delafield Avenue Bronx, New York 10471

C.O.

ections and

To the best of my knowledge, belief and professional judgment, these plans and specifications are in compliance with the Energy Conservation Construction Code of New York City 2016.

d in strict ng Code. e approved for val. proved. with regard to of any and those actor shall ll be field, in order accordance

reloc. toilet

floor shall be

tel. 718 855 4414 fax. 718 855 8680

4" 3" new sink

114 Clinton Street, #1H Brooklyn, NY, 11201

ch is furnished exact refer to the

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John H. Hatheway, Jr. ARCHITECT

toilet

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NEW KITCHEN new dw

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Contractor shall be responsible for and comply with all the applicable laws, ordinances, rules and regulations of the N.Y. State Energy conservation Construction Code and shall provide all the criteria as outlined in these general notes as pertains to related equipment, materials and their installation at the job site. Insulation materials to comply with NY City Admin. Code and with Energy Conservation Construction Code: all insulation shall be of non-combustible material. Residential to comply with: Table 602.1(1) NY, Kings & Queens County & Table 602.1(2) for the Bronx. Commercial: Table 802.2(1) All equipment shall be identified to indicate compliance with NY State Energy Conservation Construction Code. Standard and Proposed Design value for heating parameter: 68 degrees F. Standard and Proposed Design value for cooling parameter: 78 degrees F. Temperatures based on 4910 degree days - Kings and Queens Counties, NY and Bronx. Humidity controls shall prevent the use of power to achieve a humidity below 60 degrees when system is cooling and above 30% when system is heating. Frame wall, floors and ceilings not ventilated to allow moisture to escape shall be provided with an approved vapor retarder with a maximum permanence rating of 1.0 perm. A vapor retarder shall be located on the warm-in-winter side of the thermal insulation. Manufactured doors and windows shall have air infiltration rates not exceeding the following: Window - CFM per square foot of window area ... 0.3 Doors - CFM per square foot of door area, sliders.. 0.3, swinging...0.5 Exterior joints, seams or penetrations in the building envelope shall be sealed with durable caulking methods, closed with gasketing systems, weather-stripped, taped or otherwise sealed to limit uncontrolled air movement. Thermal transmittance values: Based on 4910 degree days: Element Mode Zone 4a Det 1&2 Fam Heat or cool Uo = 0.14 Multiple dwelling Heat or cool Uo = 0.215 Roof/Ceiling Heat or cool Uo = 0.031 FI. over unheated space Heat or Cool Uo = 0.05 Heated slab on grade Heat R = 6.5 Unheated slab on grade Heat R = 4.5 Basement wall Heat or Cool Uo= 0.10 Crawl space Heat or Cool Uo= 0.06 Standard design wall assembly U-factor = 0.058 Standard design fenestration system U-factor = 0.3 Mechanical Ventilation: Each mechanical supply and exhaust ventilation system shall be equipped with a readily accessible switch or other means of shut off when ventilation is not required. Automatic or gravity dampers that close when the system is not operating is to be provided for outdoor air intakes and exhaust. Piping Insulation: All piping Installed to service buildings and within buildings shall be thermally insulated as per Table 503.3.3.0 (residential) and Table 803.3.7 (commercial) of the NY State Energy Conservation Construction Code. Lighting & Power: Electrical distribution, lighting power budget, unit power as per Section 805of the New York State Energy Conservation Code.

ROOF

3" 3" 3" EXIST. BATH 2" 112" exist. exist.

BATH

prevent otect building

NEW YORK STATE ENERGY NOTES (2016):

new roof drain w/ flow restrictor

new new roof roof drain drain

MASONRY

4):

Prior to closing ceilings and walls and prior to final construction inspection

Approved construction documents, RCNYS M1601.3.1

403.2.1, 403.2.2, 403.3, 403.4, 403.7; MC 603.9

Prior to signoff or issuance of Final Certificate of Occupancy

Approved construction documents, including electrical drawings where applicable; ASHRAE Guideline 4: Preparation of Operating and Maintenance Documentation for Building Systems

303.3

2ND FLOOR EXTENSION CEILING

TOTAL R-VA TOTAL U-VA

INSULATED PIPE DETAIL

403.5.3 Mechanical system piping insulation. Minimum R-3.

26 Professional 14 13 12 11 10 9 8 7 6 5

FURNISH & INSTALL NEW STL STAIR W/ IPE WOOD DECKING; GALVANIZE & PAINT

4 3 2

DN 1 14R @ 7.5"

FURNISH & INSTALL NEW STL DECK W/ SUBWAY GRATING. FINISH W/ IPE WOOD DECKING; GALVANIZE & PAINT NEW ALUM CLAD GLASS FRENCH DOOR

NEW ALUM. CLAD DOUBLE HUNG WINDOWS/ SCREENS, INSTALL WINDOW BLINDS (TYP.)

18 7

NEW 3 21" WHITE OAK WOOD FLOORING THROUGHOUT FLOOR, STRAIGHT-LAID

DINING LIGHT = 93.8 SF VENT = 66.8 SF

1" 5'-52 B2

INSTALL TILE OVER WATERPROOF @ POWDER ROOM INSTALL PLUMBING FIXTURES @ POWDER ROOM

108 200.4 sf

10'-11"

INSTALL DINING ROOM BASE CABINETRY, FURNISHED BY OTHERS

1'-73 4"

9'-10"

INSTALL NEW 42" REFRIGERATOR

REF

P.R.

KITCHEN

5'-0"

106 17.1 sf

107 164.4 sf

LIGHT = 93.8 SF VENT = 66.8 SF

12 B2

INSTALL RANGE AND HOOD

10 16

8'-9"

8 7 6 2'-10"

1" 4'-12

2'-6"

12'-13 4"

PROVIDE STL MOMENT FRAME AT EXIST. REAR WALL; SEE STRUC. DWGS PROVIDED BY ENGINEER (TYP.)

3'-6"

ENTRY CLOSET 103 17.2 sf

INSTALL KITCHEN FAUCET & SINK W/ DISPOSAL

INSTALL WALL OVEN AND MICROWAVE

3" 108

INSTALL DISHWASHER

2'-10"

SD/CO

DN 12R @ 8"

B5 3'-23 4"

2'-6" B2

STAIR HALL 105 72.0 sf

FURNISH & INSTALL NEW UNDER-STAIR SHOE STORAGE

7'-33 4"

2'-2"

3'-2"

2'-2"

NEW HANGING BARS AND SHELVING IN CLOSET

2'-0"

PROVIDE NEW WOOD STAIR AND BANISTER TO BASEMENT

3'-6"

FURNISH & INSTALL NEW MILLWORK

PROTECT AND SUPPORT EXISTING STAIRS DURING CONSTRUCTION

12'-8"

SAND AND REFINISH EXISTING STAIRS, BALUSTRADE

ENTRY

104 254.9 sf

102 57.4 sf

LIGHT = 48.6 SF VENT = 24.3 SF

FOYER

FURNISH & INSTALL NEW WOOD FRONT DOORS

101 16.4 sf

FURNISH & INSTALL NEW MILLWORK

4'-93 4"

FURNISH & INSTALL NEW WOOD FOYER DOORS

NEW GAS FIREPLACE. WOOD MANTLE; INTEGRATE WITH SURROUNDING MILLWORK - SEE ELEVATIONS

LIVING ROOM

DN LIGHT = 24.3 SF VENT = 12.1 SF

LIGHT = 24.3 SF VENT = 12.1 SF

EXIST. STOOP TO REMAIN; PROTECT

1 A112

Proposed First Floor Plan Scale: 1/4" = 1'-0"

NEW ALUM. CLAD DOUBLE HUNG WINDOWS/ SCREENS, INSTALL WINDOW BLINDS (TYP.)

LIGHT = 19 SF VENT = 9.5 SF

DAMPERS TO BE INSTALLED @ ALL EXHAUSTS

BEDROOM

LIGHT = 38 SF VENT = 19 SF

210 121.1 sf

16'-4"

13'-5"

NEW 3 21" WHITE OAK WOOD FLOORING THROUGHOUT FLOOR, STRAIGHT-LAID

8'-53 4"

1" 8'-12

18'-23 4"

209 144.3 sf

NEW ROOF OF EXTENSION

3 4" 1'-24"

SD/CO

P. VENT

6'-65 8"

17 8"

CLOSET 4'-6"

SD/CO

NEW HANGING BARS AND SHELVING IN CLOSET

207 51.8 sf

1" 12'-118

FURNISH & INSTALL VANITY W/ (2) SINKS

INSTALL EXHAUST: 4 AIR CHANGES PER HOUR MINIMUM

4'-6"

1" 7'-02

STAIR HALL 204 101.5 sf

BATHROOM 203 64.8 sf

2'-11"

SD/CO

2'-0"

PROVIDE & INSTALL GLASS PARTITIONS AND DOORS

INSTALL TILE OVER WATERPROOFING @ BATHROOM

10'-0"

NEW VELUX 2246 SOLAR POWERED "FRESH AIR" SKYLIGHT W/ LIGHT FILTERING BLINDS

2'-6" 93 8"

LIGHT = 34.8 SF VENT = 17.4 SF

STL. DUNNAGE FOR AC EQUIPMENT < 1'-0" OFF ROOF SURFACE

2'-0" 5" 108

REUSE & INSTALL MANTEL FROM FRONT BASEMENT

1" 12'-44

1" 16'-72

LIGHT = 17.4 SF VENT = 8.7 SF

1" 17'-114

201 247.8 sf

202 67.7 sf

TX DX

NEW ROOF HATCH

BEDROOM

CLOSET

6'-0"

P. VENT

1" 13'-04

5'-11"

FDNY ROOF ACCESS PATH (6'-0" CLEAR)

INSTALL PLUMBING FIXTURES @ BATHROOM

INSTALL FLOOR MOUNTED TOILET

20 23

INSTALL EXISTING LADDER @ NEW HATCH OPENING; PROVIDE HATCH

INSTALL EXHAUST: 4 AIR CHANGES PER HOUR MINIMUM

INSTALL NEW AC EQUIPMENT ON STL. DUNNAGE; SEE STRUC. DRAWINGS

INSTALL LINEAR DRAIN @ SHOWER

5'-0"

1" 2'-44

SD/CO 26

9'-5"

EXIST. TILE, FIXTURES, ETC. REMAIN, PROTECT

NEW ROOF DRAINS

NEW ROOF DRAIN

BATHROOM 205 52.6 sf

NEW MASONRY WALLS OF EXTENSION

4'-10"

208 11.0 sf

2'-8"

CLOSET

2'-73 4"

NEW HANGING BARS AND SHELVING IN CLOSET

PROVIDE STL MOMENT FRAME AT EXIST. REAR WALL; SEE STRUC. DWGS PROVIDED BY ENGINEER (TYP.)

LIGHT = 19 SF VENT = 9.5 SF

6'-0"

NEW ALUM. CLAD DOUBLE HUNG WINDOWS/ SCREENS, INSTALL WINDOW BLINDS (TYP.)

LIGHT = 17.4 SF VENT = 8.7 SF

2 A112

LIGHT = 17.4 SF VENT = 8.7 SF

FDNY LANDING AREA (6'-0" CLEAR)

LIGHT = 17.4 SF VENT = 8.7 SF

Proposed Second Floor Plan Scale: 1/4" = 1'-0"

EXIST. CORNICE

6'-0"

NEW ALUM. CLAD DOUBLE HUNG WINDOWS/ SCREENS, INSTALL WINDOW BLINDS (TYP.)

3 A112

Proposed Roof Plan Scale: 1/4" = 1'-0"

28 Professional

Three Generations Professional_John Hatheway Architects_2017 Renovation & Expansion_Brooklyn_New York

Located in the Brooklyn Heights Historic District in New York City, this house is one of the oldest standing buildings Brooklyn. Our multi-generational cliente came to us with a need to reorganize their house in order to better suit their unique situation. The renovation included noteworthy landmark applications for the additions of roof dormers (first approved new dormers in the district) and the renovation of the enclosed tea porch on the rear (pictured on right). In addition the floor structures needed major sistering work, a new HVAC system was introduced, and the cellar was dug out to create a 6th ‘liviable’ floor. A complex historical renovation made for a highly connected, detail-filled construction process.

30 Personal

W Weekend Pavilion Personal Project_Design Build_2018 Pavilion_Jamacia_Vermont

Located on my family’s property in Jamaica, Vermont, this design-build project was a personal endeavor that I had thought about for a few years. The pavilion took about 50 hours to construct and is built out of lumber with as little cuts as possible - most of them being 2x6x12s and 2x4x10s. The site is located across a pond in the woods, but in a open enough area where light filters through trees. The grey stain of the pavilion plays off the bark of the surrounding trees helping to camouflage it when looking into the woods. The gabled roof mirrors that of the house, but the pitch was increased to distinguish it. The siding plays a similar role: both buildings use wood siding, but the orientation (horizontal v. veritcal) distinguishes them from each other.

32 Personal

34 Personal

A Mano Academic & Personal_2015-2019 Watercolor_Italy

Santa Maria

a della Vita_Bologna_Italy

Ponte Sant’Angelo_Rome_Italy

Beginning in 2015 with a semester abroad in Rome, I started to sketch and watercolor to depict, disect and analyze the built environment. Over the past 6 years, and several trips back to Italy, I have continued to document my time and the places I see. Over a morning coffee or after a panino lunch, I have found these sketches to be an avenue to experience a setting in a different way, possibly exposing something that would’ve otherwise slipped the eye. Sketching has brought me joy, but it has also taught me the better my visual representation. In sketching, you must choose which cracks, iron bars, or material changes to draw, and how to represent them - as one cannot draw every detail in 2D as it is seen in 3D. I have used this practice of representational decision making to better inform my work in the digital.

Via Cappellari_Rome_Italy

Personal 37

38 Personal

Although most of my sketching takes place in Italy, I do continue this practice in the States - when can I find the time! Documenting these spaces and places has developed arguably the best tool for visual communication - the hand.

San Carlo alle Quattro Fontane_Rome_Italy