Patrick Hatheway Architectural Portfolio 2022 by Patrick Hatheway

Patrick Hatheway Architectural Portfolio_2022 hathewayp@gmail.com

718_309_8606

Contents

Sequence of Rooms

_Professional

_Academic

Selected Works_

04-09

Residential Housing_Barcelona_Spain

DeBaliviere Crossing

10-13

Community YMCA_Saint Louis_Missouri

3 Circulation Absurdities

14-17

Film Picture House_Saint Louis_Missouri

Reprogramming Suburbia

18-23

Levittown Intervention_San Juan_Puerto Rico

5 Visible Data

24-25

Architectural Fiction

Three Generations

26-27

Renovation & Expansion_Brooklyn_New York

7 Growing Family

28-31

Renovation & Extension_Brooklyn_New York

8 Weekend Pavilion

32-35

_Personal

Open Air Pavilion_Jamacia_Vermont

A Mano

36-41

Watercolor & Sketching_Italy

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.

Academic 2BR_Creative Office

3BR_Large Family

2BR_Racecar Championship

1BR_Young Couple

2BR_Residence w/ Airbnb Room 1BR_DINNER!

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.

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.

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

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.

Academic

uburbia S g n i m m a Reprogr Academic_Professor Monica Rivera_2021 Levittown Lakes_San Juan_Puerto Rico Located outside of San Juan, Puerto Rico, Levittown Lakes was a New Deal housing development headed by the U.S.-based developer Levitt & Sons. Since the New Deal era, suburban low-density model and intensive land use still prevail, and segregated uses in the city—dwelling, working, circulation and recreation—persist in recent planning policies. This proposal seeks to reintegrate working, dwelling, and receration back in the pre-existing suburban neighborhood, by creating flexible interior-exterior living arrangements, supported by the insertion of climate-senstive pre-fabricated modules. The insertion of the modules results in densification through formal consistency, while creating variation in aggregation

Digital Image - Neighborhood perspective

Concept Collage - Levittown v. Taino building

Concept Collage - Module Inflitration

use erior Walls + cupancy Cores umbing

eighborhood

Academic Transformation Sequence existing roof existing roof

Valladolid Existing Valladolid Existing

Module A

Post-Demolition

Demolition

_Interior non-load bearing _Window head and sill

Demolition

Post-Demolition

_Interior non-load bearing _Window head and sill

Module A

Module B

Additions + Fill

_fill exterior opening Interior _modules placedWalls on side,+ Cores atopPlumbing existing building _stair to second level

Canopy Split House

Post-Demolition

_covering for sun, rain _Double occupancy _application of PV panels through neighborhood

_Interior non-load _Window head and

Module B

Additions + Fill Interior Walls + _fill exterior openingCores Plumbing Split House _modules placed on side,

_Double occupancy atop existing building through neighborhood _stair to second level

Canopy

_covering for sun, rain _application of PV panels

“Because the form of housing carries so many aesthetic, social, and economic messages, serious misfit between a society and its housing stock can create profound unrest and disorientation.” —Dolores Hayden “Redesigning the American Dream: The Future of Housing, Work and Family Life,” 20021

Residence

Day-care/School

Residence

Day-care

Butcher/Food

Community Kitchen Local Produce

Day-care/School

Architect’s Studio

Residence

Office

Academic

Systems Diagram

Addition Module

Gutter System

Translucent Roof

Solar Panels

Trellis

- local energy - power resiliency - shading

-vegetation -privacy -bracing

Rain Storage -grey water -water resiliency

Railing

Exisitng Building

D A Y C A R E

Threshold Image - exterior to bedroom

Through densifying with visually contrasting and climate appropiate modules, this suburban neighborhood can foster a flexible lifestyle to an array of occupants.

Threshold Image - addition module

Fluid interior-exterior spaces are enabled through the dynamic, breathable facades and protection from the canopy above. The canopy framework also creates a strategy for resilency through the integration of energy production, water collection, and sunlight control.

Academic

Visible Data Academic_Professor Constance Vale_2020 Architectural Fiction_London

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.

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.

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

20% Limitation (Total)

- 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

PAVERS

NEW IN GROUND POOL TO REPLACE ABOVE GROUND POOL 3'-0"

14'-0"

PROP. LINE

3'-0"

10/18/18 09/14/18 08/28/18

DOB Submission 2

08/17/18

DOB Submission 1

07/20/18

For:

Issued:

Seal

38 2nd Street Brooklyn, NY 11231

3/4" PLYWOOD SHEATHING 2x4 WOOD FRAME CONSTRUCTION

DRAWING LIST, SCOPE OF WORK, NOTES

CONSTRUCTION FENCE SECTION 1 G-001 Scale: NTS

G-001.00 DOB Stamp

1 OF 13

CD Set (partially shown) with Building Code Analysis - completed under the supervision of John Hatheway

G1 EX.

35'-3"

12/11/18

Contract DOB Submission 3

R2 NEW

16'-4"

Contractor DOB Submission 4

1802

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

REAR YARD

PLANTER

DRAWING LIST:

PAVERS

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

R1 EXIST

G2 EX.

19'-10"

PAVE 1 EXIST

POR 1 NEW

38'-5"

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

R1 EXIST

19'-10"

STL. DECK

20'-0"

54'-9"

VALUE OF IMPROVEMENT VS MARKET VALUE Market Value of Structure =

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

EXISTING 2-STY + BASEMENT + CELLAR BRICK

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)

#40

EXISTING 2-STY BRICK LOT 19

BLOCK 460 LOT 18 PARTY WALL

12.

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

# 38

#36

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). 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:

90'-0"

11.

CONC.

ENT. UNDER

15'-6"

10.

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

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

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

SOLID OPAQUE WOOD FENCE ON CURB

MECHANICAL VENTILATION NOTES (2014):

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

4. 5.

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:

ELEV. = 45.18'

Contractor shall provide proof of adequate insurance to hold owner, architect, and engineer harmless for any liability claims arising from performance of his work. Contractor shall take all necessary precautions to prevent unnecessary damage to building structure and protect building occupants. 3. Contractor shall visit job site and thoroughly familiarize himself with all existing conditions relative to the installation of the work. No allowance will be made for his failure to do so. 4. Contractor shall review the plans of other trades and coordinate his work to provide for adequate space and clearances as the work progresses. 5. All work shall be installed in accordance with rules and regulations of the 2014 Plumbing, Building, Base Building Standards and all other authorities having jurisdiction. 6. Contractor shall pay all fees obtain all necessary permits and coordinate utility work. 7. All piping shall be concealed within the hung ceilings or walls. No exposed piping will be allowed. 8. Roughing and final connections to equipment which is furnished by others shall be installed by this contractor. For exact locations of partitions, ceiling heights, soffits, etc., refer to the architectural drawings. 9. Waste lines installed at ceiling of space below the floor shall be run tight to bottom of beams. 10. The contractor shall run all piping as required to perform all work shown in the drawings and coordinate locations of existing drainage, water supply, etc. as required to complete all 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

2'-0"

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

20'-0"

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

ELEV. = 45.65'

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

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

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

BC = 44.26' TC = 44.41'

348'-1"

35'-3"

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

BC = 44.85' TC = 44.98'

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)

PARTY WALL

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

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"

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

PLOT PLAN:

38'-5"

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.

SEE ZO-001 FOR CALCULATIONS AND NOTES

GENERAL NOTES AND SPECS.:

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"

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

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:

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: 1. All plumbing and gas piping work shall be installed in strict accordance with the requirements of 2014 Plumbing Code. 2. Plumbing fixtures shall be of type and manufacture approved for use in New York City, and shall bear BS&A approval. 3. All gas fired equipment to be A.G.A. or M.E.A. approved. 4. Plumbing contractor to examine proposed layout with regard to existing field conditions, and shall notify architect of any discrepancies between assumed field conditions and those encountered during construction. Plumbing contractor shall inform Architect of any revisions to plan which shall be necessary, based on conditions uncovered in the field, in order to install all fixtures, equipment and piping in strict accordance with the requirements of the NYC Building Code. 5. Plumbing contractor shall arrange and obtain inspections and required sign-offs. 6. Remove or relocate all plumbing affected by removal of partitions. Removed pipes shall be cut to a point of concealment behind or below finish surfaces and shall be properly capped or plugged. Pipe Installations a. All piping shall be installed in an approved manner. b. Drain lines shall have required uniform slope of 41" per foot minimum. 81" per foot will be permitted on main drain lines where required to maintain clearances. All piping shall be amply supported to prevent any sagging or bowing. c. Water piping shall run parallel to building walls, and shall be amply supported. Provide stop valves at all equipment and fixtures. Provide section shutoff valves at connections to existing piping. d. Contractor shall perform all necessary cutting and rough patching for the admission of his work. e. Provide 1/2"Hot water recirculating loop.

Materials a. All materials used shall be new and free of defects. b. piping: where possible pipe materials shall match existing pipe materials or shall be as follows: soil, waste, or vent piping - cast iron "no-hub" pipe and fitting 9CISPI 301) above ground. c. Gas piping shall be scheduled 40 black steel pipe with screwed malleable iron fittings. d. Valves - valves on water piping shall be all bronze as manufactured by Milwaukee Valve Company Jenkins, or Nibco. Valves on gas piping shall be Walworth Lubricated plug valves. e. All horizontal storm and waste piping concealed within hung ceilings or walls and all hot and cold water piping shall be insulated with certainteed or approved equal 21" thick fiberglass insulation with all service jacket. Plumbing Fixtures All Plumbing fixtures shall be first quality unblemished and shall include all pertinent operation devices. Colors shall be a s selected by architect. Testing a. All new installed sanitary, hot and cold water piping shall be thoroughly tested in accordance with NYC Building code.

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

new lav. 112" new shower

1 2" 3"

2" 1

1 2"

112"

toilet

lav

2ND FLOOR

1 2" 2"

BATH 112" reloc. lav.

112"

reloc. toilet

BATH

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

remove tub

new shower

LAUNDRY

CELLAR TO STREET

3" 2"

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

Owner / Tenant:

1ST FLOOR

new w.m.

reloc. reloc. toilet lav.

tel. 718 855 4414 fax. 718 855 8680

4" 3" new sink

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

NEW KITCHEN new dw

exist. shwr

John H. Hatheway, Jr. ARCHITECT

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

TABULAR ANALYSIS OF ECC COMPLIANCE

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

C.O.

new fl. drain

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.

new fl. drain

Energy Analysis:

Residential :

ITEM DESCRIPTION

Scale: NTS

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 1ST FLOOR

¾"

STREET

new dryer new 3 4" gas riser

exist. gas meter GAS SUPPLY M

Seal

new bbq

remove stove

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

ROOF

2ND FLOOR

INSPECTION/ TEST

IA1

IA2

IA3

IA4

IA5

IA6

(NYCECC 2016)

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

PROPOSED DESIGN VALUE

CODE PRESCRIPTIVE VALUE AND CITATION

SUPPORTING DOCUMENTATION

Envelope: Insulation and fenestration

Plumbing Riser Diagram

2 P001

Climate Zone 4:

PROGRESS INSPECTIONS FOR ECC - RESIDENTIAL BUILDINGS IA

- 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)

EN-001.00, A-031.00

New concrete slab on grade floor at Cellar

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

Air Sealing and insulation

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

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

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

Approved construction documents

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

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

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

Prior to final construction inspection

Approved construction documents

402.3 [402.5.1] 402.6

[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.

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

HVAC and service water heating equipment: 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.

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.

PARTITION TYPES: A

New Party wall partition: 4" Face brick, 4" Concrete block with Metal studs @ 16" O.C. and 5/8" gypsum wallboard finish. Located at Bas. 1st, 2nd flr

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.

R = 0.17

BRICK 4" FACE:

R = 0.08

RIGID INSULATION: [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

INTERIOR

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

R= 1.11

BATT INSULATION (3 21"):

R = 13

GWB (5 8"):

R = 0.56

INSIDE AIR:

R = 0.68

TOTAL R-VALUE = 25.6 TOTAL U-VALUE U=1/R = 0.040

New Rear wall partition: 4" Face brick, 4" Concrete block with Metal studs @ 16" O.C. and 5/8" gypsum wallboard finish. Located at Bas. 1st, 2nd flr OUTSIDE AIR: BRICK 4" FACE:

EXTERIOR

As required during envelope construction

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

INTERIOR

Prior to final inspection

Prior to final plumbing and construction inspection

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

Approved construction drawings

R = 0.08

Approved construction documents including control system narratives

GWB (5 8"):

R = 0.56

INSIDE AIR:

R = 0.68

TOTAL R-VALUE = 25.6 TOTAL U-VALUE U=1/R = 0.040

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

Ceiling: Framing with 5/8" gypsum wallboard finish.1 hour rated construction: BSA Cal. 439-52-SM

INT.

TYP. CEILING F1

Boiler Room Ceiling: Framing with 5/8" gypsum wallboard finish.1 hour rated construction: BSA Cal. 439-52-SM WOOD FLOORING: BATT INSULATION (8"): GWB (5 8"): INSIDE AIR:

403.6, 403.7, 403.9, 503

403.9, 503, 504

R= 1.11 R = 13

INT.

403.1, [403.1.1] 403.4, 403.7, 403.8,

R = 10

BATT INSULATION (3 21"):

INT.

BOILER ROOM CEILING

Prior to final electrical and construction inspection

R = 0.17

8" CONC. BLOCK

New interior partition: Metal studs @ 16" O.C. and 5/8" gypsum wallboard finish on both sides, 2 hr rated: BSA Cal. 439-52-SM

402.4.1, 402.4.2.2, 402.4.3

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

R = 10

8" CONC. BLOCK

RIGID INSULATION:

R = 1.00 R = 24 (3 / INCH) R = 0.56 R = 0.68

TOTAL R-VALUE = 26.24 TOTAL U-VALUE U=1/R = 0.038

Roof at Extension: 1 hr rated: BSA Cal. 439-52-SM OUTSIDE AIR: ROOF

R = 0.17

"TORCH DOWN" MODIFIED BITUMEN ROOFING: RIGID FOAM INSULATION:

R = 10

BATT INSULATION (12"):

R = 38

METAL HAT CHANNELS

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

OUTSIDE AIR:

EXTERIOR (ADJ. LOT)

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

303.2.1

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.

Mechanical and Plumbing Inspections

Mechanical: New Mechanical HVAC; thermostats

ECC or Other Citation

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.

IB4

Reference Standard (see ECC Chapter 10) or Other Criteria

Prior to backfill

IB1

IB3

FREQUENCY (minimum)

Envelope Inspections

MASONRY

new new toilet lav.

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

NEW YORK STATE ENERGY NOTES (2016):

new roof drain w/ flow restrictor

new new roof roof drain drain

4" stack vent

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

GYP. WALL BOARD (5 8"):

R = 0.56

INSIDE AIR:

R = 0.68

TOTAL R-VALUE TOTAL U-VALUE U=1/R =

= 49.41 = 0.020

INSULATED PIPE DETAIL:

403.5.3 Mechanical system piping insulation. Minimum R-3.

DOB Stamp

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 FOYER DOORS FURNISH & INSTALL NEW WOOD FRONT DOORS

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

LIVING ROOM

101 16.4 sf

FURNISH & INSTALL NEW MILLWORK

4'-93 4"

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"

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.

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

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 helped me developed a great tool for visual communication - the hand.

La Ca’ D’Oro_Venice_Italy

San Carlo alle Quattro Fontane_Rome_Italy

patrick randle hatheway Education

saint louis_mo 718_309_8606 hathewayp@gmail.edu

Washington University in Saint Louis

Anticipated 2022

_Masters of Architecture Scuola Leonardo DaVinci, Rome, Florence, Italy

Springs 2015, 2019

_Language, Cultural and Architectural Studies

Hobart and William Smith Colleges, Geneva NY

2012 - 2016

Christner Architects

Summer 2021

Employment

_Bachelor of Arts in Architecture Hobart Heritage Scholar - 2014 Hobart College Dean’s List - Spring 2015

Architectural Intern

Digital rhino modeling 3D renderings Research: Historical Buildings, Medical Simulation Centers

Max Bemberg Architect Architectural Intern

Jan. 2021 - May 2021

Washington University in Saint Louis

2019 - present

Physical modeling 3D rendering, 2D drafting

Student Worker

Teaching Assistant to Kelley Murphy Research Assistant to Professor Wyly Brown, Petra Kempf Woodshop Assistant

John H. Hatheway Jr., Architect Project Manager, Designer

Recongition

2016 - 2019

Widmann Prize Exhibition_Sam Fox School - top 15 graduate designers Approach_Sam Fox School Annual Publication Decoys and Depictions_Sam Fox School Syposium Stomping Grounds Art Exhibition_Geneva NY Hobart and William Smith Colleges Annual Student Art & Architecture Show Boston Society of Architects_Online Gallery - Architectural Hand Sketches

Spring 2022 2020, 2021 November 2019 June 2015 2012 - 2016 December 2015

Activities

Developed and conceptualized projects Direct contact with clients during meetings and email correspondence Construction Admininstration: assistant to principal in meetings, reviewed shop drawings, direct communication with contractors and sub-contractors, recorded meeting minutes Office Organization: bookeeping, electronic filings, events

Graduate Architecture Council_Sam Fox School

2020 - present

Social Chair

The Kappa Alpha Society

2013 - present

Hobart College Cross Country Team

2012 - 2016

‘Active’ - 2013-2016 House Manager - 2014, 2015

Skills

Committed 20 hours a week throughout fall on Division III NCAA team Oriented First Year team members to campus 2015 Team Captain

Adobe InDesign Adobe Illustrator Adobe Photoshop Google Sketchup

Rhinoceros AutoCAD Microsoft Office V-Ray

Revit Lasercutting Model Making Architectural Sketching

3D Printing Basic Construction Office Organization Italian

Patrick Hatheway Architectural Portfolio 2022

Articles inside

Three Generations

Visible Data