Evan Warder Portfolio by Evan Warder

E va n W a r d e r

PORTFOLIO

Academic | Competition | Professional

C O N T E N TS

P O ST - I N DUST R I A L R I V E R COMPREHENSIVE THESIS

-Page 4-

WAT E R S A F E T Y PUBLIC CANOPY/AQUEDUCT

-Page 16-

B R I DG I N G T H E G A P MIXED-USE OFFICE BUILDING

-Page 24-

R E N E WA L A N D R E T E N T I O N GREENWAY PARK

-Page 36-

E V O LV E CLIFTON YOUTH LIBRARY

-Page 48-

320 RIVERSIDE DRIVE HOUSE RENOVATION AND ADDITION

-Page 56-

Evan Warder

POST-INDUSTRIAL RIVER Hybrid Productive System in Chicago Thesis Proposal

Through the integration of a new industrial model, riverfront post-industrial sites can maintain their productive character, provide necessary jobs to surrounding communities, avoid gentrification, restore ecology, and reinstate the importance of industrial river corridors in a city’s economic and social system. Using the Chicago post-industrial riverfront as a case study to introduce a new industry, specifically a model of intensive food production that requires a range of labor, merged with programs that are both tied to the industry (restaurant, market) and those that address the needs and deficiencies in the community (schools, community center, and public green space) that bridges the existing neighborhood to the riverfront. Urban farming reduces the dependence on external food systems and their carbon footprint when a critical mass is attained while also providing a range of labor and skill jobs. Once tested, this system can be used throughout the city to provide a sustainable source of vegetables, fish, and needed jobs that supplies many struggling areas of the city.

The Post-Industrial Chicago River: A Social, Productive, and Ecological Urban Structure

Corridor Vision- Food Industry Network

Corridor Vision- Ecological + Public Space

Urban Vision- River as Urban Structure

Chicago: A Scalable System A proposal for a system that addresses the needs of the entire city, the localized industrial corridor, and eventually the specific site. By asserting the river as a core structure for resources, transportation, and public space, this proposal can bring a sustainable future to the city.

Evan Warder

Chicago + Fisk Powerplan

Case Study: Fisk Powerplant Applying this system at a localized scale becomes imperative to fully understand the possibilities of the new vision. The initial test site being proposed is the Fisk Powerplant, a site layered with history and possibilities. It’s evolution can be a model for future sites along the entire river and redefined the idea of Post-Industrial architecture.

Post-Industrial River

Existing + Demo

River + Canal Remediation

Vegetation- Urban Forest

Phase II Developments

Site Evolution

Evan Warder

Industrial Layout- Fish Tanks

Canals- From Inlet to Tributary

School + Canal Section Level 1+2

Level 4

Level 6

1. 5.

2. 4.

3. 2.

mmunity Space

1. Library

1. Gymnasium

2. Classroom

on Suite

2. Locker Room

3. Breakout/study Room 8.

3. Storage

4. Locker Space

4. Gym Office

5. Indoor Gather + Play Space

5. Science Lab

6. Outdoor Breakout Space

uite

5’

Level 3

25’

5’

Level 5

25’

5’

Level 7

4. 7.

4. 1.

1. 3.

1. Classroom

2. Breakout/study Room 2.

2. Meeting Room

3. Locker Space 4. Outdoor Breakout Space 5. Outdoor Classroom

assrom

udy Space

5’

School Plans

Evan Warder

25’

5’

25’

5’

50’

Fisk Vision Site Plan

Post-Industrial River

Elementary School Approach

Evan Warder

Post-Industrial River

Chicago River

Riverwalk

Theater

Aeroponics Shell Aquaculture Lab Restaurant

Aquaculture System The insertion of the sustainable industry of aquaculture, the cultivation of a critical mass of Steelhead trout. The fish tanks use filtration and sludge systems that will maintain clean water and use the organic waste to fertilize plants in a hydroponics system. This symbiotic system will reduce energy costs and maximize profit. The remaining programs sit above the new ground plane established by the fish tanks and integrate seamlessly with the existing structures, giving them renewed purpose. The canals are transformed alongside with a natural marsh terracing system allowing cleaning of the water and a closer interaction with the water.

Aquaculture Structure

Evan Warder

Picnic/Courtyard

Kitchen

Fisk Museum

New Storage Tanks

Cafe

Playground

Industrial Explore

Market

Court

Elementary School

Canal Sections

Post-Industrial River

Evan Warder

WA T E R S A F E T Y Public Canopy/Aqueduct in Jaipur, India Research Studio

An examination of the densest part of Jaipur. The Walled City, also known as the Old City or the Pink City is facing crisis, as the lack of infrastructure and dilapidated systems cannot support the exponential population increase. Water scarcity, depleting groundwater levels, and extreme population densities are among the concerns Jaipur is facing. To combat this growing issue, a return to the historic methods in Jaipur of rainwater collection must be put as a priority. By transitioning the current reliance on the Bisalpur Dam for water supply to the use of the water that falls directly on the city itself, Jaipur can begin to reverse the continued depletion of resources. The execution of this vision will be done in two parts of the system: the first being the collection of rainwater and distribution of resources through a canopy system, and the second as a central water tank. The example shown is that of specific moments in the Walled City, however, this system is replicable and capable of being used throughout the entirety of the city.

Team: Casey Last

Water Crisis Research Top: A map indicating the population density and water supply of Jaipur. As a growing city, the water supply has been outsourced to a dam that is quickly running out of water. In summer of 2019, the city was only 10 days short of running out of all water. This map also indicates the major pipelines of water supply and water towers which do not cover the full extent of the city, especially the high density regions. Right: Street conditions which involve informal zones undefined between the street and buildings. Lack of unified water drainage and storm water systems.

Evan Warder

B1 B1

B A1

A A1

A B1

B B1

B B

B B1 B1

EXISTING

Large Storage

Master Plan Proposal Top: A map of the historic walled city as the test site for a new system in the highest density in the city. Using the natural topography to bring the water along the new aqueduct to the gates in which water can be stored. Right: The existing water system in which water is being brought only from a dam. The new system will add to this by collecting rain water, storing it, and distributing it, all while providing public space.

Pumping Station Water from Bisulpar Dam

Distribution to Homes + Businesses

PROPOSED

Large Storage

Rainwater Collection

Distribution to Homes + Businesses Public Space Filtration Large Storage

Supplementary Water Supply

Pumping Station Water from Bisulpar Dam

Water Safety

cad-block.com

Canopies: A New Typology The canopy system has ability to tap into roof drains and bring rain water to filter and storage. The infrastructure also provides pressurized water supply, tenant signage, internet/cable/electric lines, street lighting, and underground updates of stormwater and sewage systems.

Evan Warder

ROOF COLLECTION

RAIN WATER AQUEDUCT

WATER SUPPLY

SIGNAGE

INTERNET

CABLE

ELECTRIC

LIGHTING

STREET LIGHTING

10 TRASH COLLECTION 11 STORM WATER 12 PIPED SEWAGE

9 5 6 7 3

2 4

Proposed Street Plan Formalize zones, public space, shading, infrastructural core.

Water Safety

THE WATERGATE: WATER TOWER AND REVIVAL OF PUBLIC CITY GATES 21

Evan Warder

Water Safety

Evan Warder

BRIDGING THE GAP Mixed-use Office Building in New Orleans, LA

The French Quarter of New Orleans is defined by what was originally a military fort. Today, it exists as the cultural core for individuals who are seeking to experience this vibrant city. Most of the buildings in the Quarter date back centuries and have served as housing or entertainment throughout their history. The mixed-use office program of this new building allows for a contemporary typology to be developed in an uncommon void within the dense, urban context. This building is designed to embrace the multiple identities of New Orleans, from the dynamics between tourists and locals to the contrast of old and new buildings. Unique in its positioning, the building faces two streets while existing buildings occupy the street corner. In referencing the context, the building splits to create a public courtyard, providing a lively space that gains access to public programs and defines a core for the floors above.

City of Courtyards

5, O 400 pe f n t² G M ro in un . d Sp a

Inspired by the nature of courtyards in the French Quarter stemming from the historical development of buildings on each block needing to bring air and light into their spaces, this building uses the form of a courtyard as well.

50’ Max.

As the site is filled and split for function, it is formed around the central courtyard as well as multiple light wells. This not only creates a visual connection between levels but allows natural air and light to penetrate the entire building without sacrificing sustainable practices.

de ca nt Fa nme g i Al

Zoning Analysis

Evan Warder

Extrude

Split

Insert

Subtract

Bridging the Gap

1st Floor

2nd Floor

Retail, Auditorium, Bar/Lobby, Art Gallery, Cafe,

Flexible Coworking Space, Cell offices, Library,

Office Lobbies

Kitchen, Meeting Rooms, Lounge

Street Access + Crossing

Evan Warder

3rd Floor

4th Floor

Flexible Coworking Space, Cell offices, Library,

Tenant office space, Meeting Rooms, Event space/

Kitchen, Meeting Rooms, Lounge

Flex Space, Kitchen, Reception/Gallery

Natural Light + Workspace

Bridging the Gap

Courtyard Entry Experience

Evan Warder

Bridging the Gap

Evan Warder

Type A- Flat Facade

Type B- Attached Balcony

Type C- Enclosed Balcony

Toulouse Elevation

Chartres Elevation

Language In analyzing the surrounding buildings, it is important to relate typologies of the new building to those of the old. In the French Quarter, most of the buildings follow one of three strategies from a flat façade, which draws its depth from the openings, to a building with large volumetric balconies which become exterior rooms. The detailed façade facing Chartres street shows the depth of the balconies in their relation to the surrounding typology and how in a contemporary world we can develop these ideas in a sustainable manner with thermal protection.

Bridging the Gap

Porosity In relation to the porosity of the French Quarter with its courtyards and balconies, this new office building has both a relative permeability both with its façade and interior functions. The façade becomes a metal screen which creates a porous surface between the interior and exterior. The connectivity and movement in the office with bridges, open stairs, and shared spaces creates a relative porosity of people.

Evan Warder

EPDM Single-Ply Roofing Membrane 6” Composite Roof Decking w/insulation

Metal Screen cont.

W 18x40 Castellated Beam

Wood Flooring B

Rigid Insulation w/ Metal Flashing

A Perforated Metal Ceiling w/Hangers

ADA Ramp Slope 1:12

8” Concrete Slab Pile Cap

Chartres Axonometric

Chartres Section

Steel Bracket Support Storefront w/ aluminum framing Insulation 6” Decking w/ insulation

6” Composite Decking W 21x62 Steel Girder W 18x40 Castellated Beam

C 15x33.9 Steel Channel

Detail A

Storefront w/ aluminum framing Teflon Thermal Barrier Steel Plate Bracket

6” Composite Decking W 21x62 Steel Girder

C 15x33.9 Steel Channel

L 6x4x1/4 Steel Angle Metal Screen cont. 2x5/8 Steel Flat

HSS 14x6x1/2 Steel Tube W 12x26 Steel Beam

W 18x40 Castellated Beam

Detail B

6” Composite Decking

Detail C

Bridging the Gap

Evan Warder

R E N E WA L A N D R E T E N T I O N Greenway Park in New Orleans, LA

Since Hurricane Katrina, New Orleans has had to address major aspects of the city that define the resilience of communities and their ability to manage flooding. A space that has become a great opportunity in recent years is the Lafitte Greenway, a line connecting downtown to many neighborhoods. Formerly a canal used for shipping to come into the city from the Gulf of Mexico via Lake Pontchartrain, this area has been largely forgotten as an asset for many years. This seven-block section of this greenway provides an opportunity to give a new public space for the neighborhood while working on flood protection. Within this greenway is an existing drainage canal, bringing runoff from downtown to a pumping station, making this area ideal to allow for overflow of this canal during intense rains in which the pumps cannot remove water from the canal quick enough. How can a greenway provide a pedestrian transportation line through the city, be an asset to the neighborhoods, and retain water in flood events? These aspects are explored in this proposal for the Lafitte Greenway.

Community Spaces The site is bordered at one side by the existing canal which provides an opportunity to open for activities on the other side. These spaces can provide activities like sport courts, a shelter for farmers markets, performance space, community gathering spaces, and secluded spaces of nature. The site provides a unique opportunity for a new biodiversity that has been limited throughout the city since the swamps were drained in the previous centuries. The planting zones work from low elevations of swamp grasses and emergent plants to wetland ornamental trees and eventually large shade trees and open fields of grass.

Ground Cover Grass

Shade Trees Wild Grass Emergent Plants/ Ornamental Trees Marsh/Grasses

Shelter, Performance space

Full Site Plan

250’

Evan Warder

Recreation Transition

Natural Habitats

Community Gathering space

Renewal and Retention

Natrual Wetlends and Retention Space

Evan Warder

Renewal and Retention

Normal Condition

27,000 Cubic Feet

Site Runoff Condition

87,000 Cubic Feet

10-Year Storm Condition

470,000 Cubic Feet

Water Retention During a normal day, the ground water level maintains three feet of water in the canal and forebay. As rain increases, the site holds the entirety of its own runoff on while the forebay fills into its upper regions. In a 10-year storm, water from the site and canal fill the lower part of the site to temporarily hold half a million cubic feet, preventing flooding in other parts of the city.

Evan Warder

No Rain

3’ Ground Water

Heavy Rain

Overflow of Forebay

Forebay Units How is the water from the canal directed into the site? As the canal fills, it flows into a series of pointed forebays which retain and slow the water before overflowing to the rest of the site. These forebays are constructed from a set of precast concrete forms that insert themselves into the landscape while gradually narrowing and providing weirs for water overflow. By using precast units, these can be replicated at differing lengths and be a system for future sites as well. Renewal and Retention

St. Louis Canal

Gathering Plinth

Play Area

Lafitte Ave.

Gathering Space Section Bike/Walk Path

Walking Path

Shelter / Community Space / Farmers Market

Shelter Section

Compact Gravel

Marsh Grasses

Emergent Plants

Forebay Section

Marsh/Grasses

Typical Site Section

Evan Warder

Emergent Plants/ Ornamental Trees

Wild Grass

Shade Trees

Ground Cover Grass

50’

FABRICATION

3D Prints

Cnc Foam Molds

Hydrocal Pour

Renewal and Retention

Lafitte- Forebay

Wood Bench Planks

Precast Seat Support

Precast Weir

8’ 8”

Precast Forebay

1’ 0

”

9’ 0

”

3’

Precast Assembly

Detail Section Section 11 Detail

Evan Warder

DetailSection Section 22 Detail

”

Detail Section Section 33 Detail

Scale Concrete Cast 1/4” = 1’ 0”

Renewal and Retention

Evan Warder

E V O LV E Youth Library in Clifton, OH

A library where young adults can come together to advance their knowledge by reading while also working hands on in a creative and ever changing environment. This library allows each person to change and develop their surroundings while learning about the fields of construction, engineering, and architecture. This unique library will open up the possibilities for current students to explore new fields and new ideas, bringing creativity and productivity to a growing area. The Clifton neighborhood of Cincinnati has the unique opportunity to develop in a way that can contribute to the economy of the area while also maintaining their identity and core residents. This library would be socially conscious as to not bring displacement to citizens that was experienced in other neighborhoods of Cincinnati. Encouraging each and every community member to participate in its development and ultimately the use and character of the building will ensure that this library will be around for the youth for many years to come.

ISOLATION

ARTICULATION

Vertical circulation and special program

Placement of vertical circulation and

separated for clear wayfinding and focus on

program promotes visual connections and

movement.

generates movement.

STRUCTURE

FACADE

Structural grid applied to establish

Application of glass facade to allow for

framework to hold special program as well as

guided views and relationship of street to

remaining program elements.

the interior of the building.

Evan Warder

LOBBY + CAFE

Evolve

Visual Connection Openings in the floor as well as shifting floor plates allows people on multiple levels see into other levels and promote exploration. These openings also allow for more natural light to penetrate and create a better reading experience.

Evan Warder

FACADE ARTICULATION

STRUCTURAL LAYOUT

PANEL MOVEMENT

PANEL PLACEMENT

Evolve

BASEMENT

Evan Warder

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

Evolve

Evan Warder

320 RIVERSIDE DRIVE House Renovation and Addition Becker Architecture

At the 320 Riverside Drive residence, we were faced with the challenge of remodeling and creating an addition to a house that was originally built over 150 years ago. This required consideration for the previous additions and changes over the lifetime of the house and issues faced by being along the Ohio River. The renovation takes what is currently a complex of four apartments and restores it to the original single-family home. Meeting both historic regulations and the necessary additions to make the home functional and accessible, this house was given new life.

REVISIONS: 3'-4"

2'-0"

1'-7"

4'-2"

5'-2"

21'-0"

Elevator

Garage 1

Down

2'-4"

Concrete

3'-6"

DATE

Preliminary Bidding

13'-2"

Down

Existing

ISSUED FOR:

Overhead Door: 9'-0" x 8'-0"

1'-2"

6'-11"

PT 6x6 Post wrapped with 1x trim

New Staircase and Balustrade Existing

8/10/18

3080

2'-0" Egress

New- 2868

Existing

Existing 1'-10"

8'-2"

11"

1 A03

3'-2"

Window Infill Construction: - 1/2" drywall - 2x6 studs @ 16" o.c. - Min. R-19 batt insulation w/ vapor barrier on warm side 7 " osb sheating w/ Tyvek - 16 - Tooth-in brick to match adjacent

3'-0"

5'-11"

3'-0"

16'-4"

6'-1"

3'-9"

2'-5"

10'-9"

BECKERarchitecture

COVINGTON, KENTUCKY, 41011

6'-11"

6'-11" 3'-4"

2068

ADDITION and REMODEL

New- 2868

Tile

3'-8"

3'-3"

2868

36"h. Base Cab

6'-10"

12"d. Wall Cab.

4'-0" 36"h. Base Cab.

Hardwood

Cl.

Bath 1

12"d. Wall Cab.

Hardwood

36"h. Base Cab.

Bedroom 1

2068

320 RIVERSIDE DRIVE

1'-2"

Garage 2 Concrete

Cl.

13'-2"

Overhead Door: 9'-0" x 8'-0"

3'-8"

4'-0"

17'-5"

Ref.

Kitchen

New- 2868

1222 Herschel Avenue Cincinnati, OH 45208 Ph: 513.325.9475 John Becker, RA

3068

2868

4'-4"

Dbl. Bowl Sink Base

32" Range w/ hood above

Existing

4'-1"

2'-0" 2'-0"

2'-0"

New- 2656

3080

3'-1"

8'-7"

Down

4'-0"

7'x4' Island (36" h)

Hardwood

2'-9"

6'-0"

15'-2" 1'-3"

3'-6"

3'-2"

3'-2" 3'-2"

1'-3"

New- 2880

Existing

1'-7"

New- 2020

Deck above Existing

Living Room

Tile

Hardwood

Exist. wood post

7'-1"

Seating Overhang

Down

2668 3080

Built-in Shelf

5'-6"

Carriage House

Concrete

Hardwood

Bath 3

New- 2020

Porch

Dining

Living Room

Concrete

4'-1"

5'-0"

Existing

New header w/ steel L's

New- 2020

New- 2880

Built-in Shelf

Porch

5'-4"

3'-2"

1'-10"

3'-1"

20'-6"

New- 2020

1'-3"

12'-8"

43'-6"

Built-in Lockers

17'-2"

Hardwood

2'-1"

2'-0"

3'-8"

Built-in Shelf

3'-1"

2'-6"

3068

15'-0"

1'-9"

One hour wall: 58" gyp bd both side (typ at Garage/Carriage House Wall)

Down

New Folding Walls

Hardwood

5 A05

Mudroom

New Folding Walls

2'-7"

New- 3060

4'-0"

Foyer

6'-9"

Hardwood

3068

Porch

3'-5"

Down

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

Existing roof rafters

First Floor Plan

Fireblocking as required 1 2"

gwb ceiling

John D. Becker Registration #: 3510 Expires: 12/31/19

Double 2x4 top plate

WOOD FRAMING NOTES

PLAN NOTES

WOOD HEADER CHART · ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE · 2X4 WALLS = STANDARD HEADER UP TO 6’ (2) 2X10s TREATED. WITH 7/16” OSB IN BETWEEN. · WOOD TRUSS MANUFACTURER TO PROVIDE ENGINEERED · 2X6 WALLS = STANDARD HEADER UP TO 6’ (3) 2X10s DRAWINGS WITH SPACING, TYPE, AND SIZE OF TJI’S AND LVL’S. WITH 7/16” OSB IN BETWEEN. · FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL · OPENINGS GREATER THAN 6’ AS NOTED ON PLAN. CONCEALED DRAFT OPENINGS. · FIRE CAULKING PER LOCAL AND STATE CODE REQUIREMENTS. · ALL WINDOWS AND DOORS ON NON LOAD BEARING WALLS TO RECEIVE AN APPROPRIATE SIZED HEADER.

Provide new Smoke Detectors and CO detectors in compliance with R324 and 315 and per the following requirements: Per R314 a. Install a dual sensing (photoelectric and ionization) smoke detector outside of the bedrooms, and a min. of one on every level. b. Install an ionization or dual sensing smoke detector in each bedroom. c. Smoke detectors shall be hardwired and interconnected per RCO 314.5 Per R315 a. Install a carbon monoxide detector outside of the bedrooms or in the common areas outside the bedrooms where the length is less than 10 feet or if more than 10 feet add one outside of each bedroom.

2 3

GFCI Outlets to be provided at Bathrooms and Kitchen Microwave range hood to be exhausted per manufacturer's installation requirements and per Section M1503 of the Kentucky Residential Code

8/10/2018

EXISTING

2x4 wall w/studs @ 16" o.c. 2x4 sill plate, secure to joist or solid blocking

DATE

WALL LEGEND

gwb, both sides Varies

1 2"

PROJECT NO.

SHEET NAME

NEW

First Floor Plan

Existing floor system, provide blocking for new framing as needed

REVISIONS DRAWING NO.

4" gutter

Provide new bathroom exhaust fans. Fans must vent directly to the outside.

A.03

10'-11"

If glass is used on tub/shower enclosures, the glass must be tempered

2'-7" 3'-11"

5'-9"

A03

Typical Non-Loadbearing Partition Wall Scale: 1/2" = 1'-0"

3'-0"

Parapet

ISSUED FO

Existing New- 3060

Preliminary Biddin

6'-5"

Elevator

Open to Below

5 A05

2868

30 3'-3"

1'-4"

16 68

Hardwood

Down

Sitting Room

New- 3050

Utility

Hall

Roof Slope

3'-5"

3'-4"

Hardwood

12'-7"

Existing

New- 3060

4'-7"

4'-0"

Study

2'-3"

Roof Below Ballasted

3'-2"

Hardwood

12'-8"

1'-10"

Hardwood

3'-6"

New- 3056

4'-10"

4'-2"

10'-4"

2868

9'-9"

Cl.

2'-6"

Existing

6'-2"

6'-1" 8'-2"

1'-1"

5'-8"

Arbor Above

2868

Walk In Closet Tile

2668

Bedroom 2

Cl. Laundry Hardwood

Hardwood

Bath 2

3'-6"

Tile

2668

Deck Wood

Down

4'-7"

7'-1"

Tile

7'-1"

2'-11"

3'-6"

Master Bath

2868

6'-4"

Existing

3'-2" 3'-9"

3068

ADDITION and REMODEL

4'-5"

2868

1'-7" 3'-8"

1'-10"

Existing

Down

2'-4"

Extend porch railing to match adjacent.

8'-2"

3'-7"

2868

Wood

Cl.

1'-8"

6'-1"

2'-8"

4'-8"

1'-4"

12'-8"

Existing

2868

20'-0"

Deck

1222 Herschel Avenue

Master Bedroom

BECKERarchitecture

New- 3056

Egress

Existing

3068

1'-9"

Hardwood

Egress

New- 3068

Existing

10'-2"

Overframing of floor to match adjacent elevation

Existing

4 6'-4"

A04

Existing

7'-5"

9'-7"

2'-5"

11'-1"

Provide new dryer vent. Must vent directly to the outside per section M1502 of the KRC

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

Second Floor Plan PLAN NOTES 1

Evan Warder Per R315

WOOD FRAMING NOTES WOOD · ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. · WOOD TRUSS MANUFACTURER TO PROVIDE ENGINEERED DRAWINGS WITH SPACING, TYPE, AND SIZE OF TJI’S AND LVL’S. · FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS. · FIRE CAULKING PER LOCAL AND STATE CODE REQUIREMENTS. · ALL WINDOWS AND DOORS ON NON LOAD BEARING WALLS TO

WALL LEGEND HEADER CHART · 2X4 WALLS = STANDARD HEADER UP TO 6’ (2) 2X10s WITH 7/16” OSB IN BETWEEN. · 2X6 WALLS = STANDARD HEADER UP TO 6’ (3) 2X10s WITH 7/16” OSB IN BETWEEN. · OPENINGS GREATER THAN 6’ AS NOTED ON PLAN.

EXISTING

NEW

John D Registrat Expires

DATE

8/10/ PROJECT

SHEET NA

PERMIT REV. #1 - 9/17/18

4" gutter & downspouts, connect to existing lines 5/8" GWB

REVISIONS:

2x6 Studs @ 16" o.c. 2x6 Pressure Treated Sill Plate

PERMIT REV. #1 - 9/17/18

1 2" dia. Anchor bolts @ 4'-0" oc

1x Trim

1 21" Furring @ 24" o.c. horiz. or 16" o.c. vertical

Frieze Board

5/8" GWB

ISSUED FOR: DATE: Nichiha 5 mm spacer 8"

2x6 Pressure Treated Garage Sill Plate

dia. Anchor bolts @ 4'-0" oc

1x Trim

1 2"

GWB

R-38 Closed cell foam insul.

8/10/18

1 21" Furring @ 24" o.c. horiz. or 16" o.c. vertical

18"-24" Verify on site

Verify elevation on site to match alley elevation

Garage

ISSUED FOR: Carriage House

DATE:

Preliminary Bidding

8/10/18

4" Concrete Slab

9'-10"

Min. 6" compacted gravel base

6-mil Vapor Barrier

Preliminary Bidding

1 2"

6-mil Vapor Barrier

Weather Resistant Barrier Nichiha Clip Located on Stud

Min. 6" compacted gravel base

R-19 Band Board Insul. 2x10 Rim Joist

8"x24" Conc. footing w/ (3) #4 bars cont.

2'-0"

Nichiha Siding Horizontal Rainscreen

8"x24" Conc. footing w/ (3) #4 bars cont.

4 A07

Interior Garage/CH Foundation Detail

Garage Foundation Detail 1

Scale: 1" = 1'-0"

2'-0" Nichiha Clip Located on Stud

Min. R-15 batt insul. w/vapor barrier

Interior Garage/CH Foundation Detail

4 A07

5/8" GWB

Scale: 1" = 1'-0"

Min. R-15 batt insul. w/vapor barrier

Weather Resistant Barrier Nichiha Siding Horizontal Rainscreen 2

1 2"

Nichiha Furring @ 24"Clip o.c. horiz. Located on Stud or 16" o.c. vertical

Nichiha Starter Track Fastener Located on Stud

1 2"

dia. Anchor bolts Min. @ R-15 batt 4'-0" ocinsul. w/vapor barrier 1 21" Furring @ 24" o.c. horiz. or 16" o.c. vertical

2x4 Studs @ 16" o.c.

5/8" GWB

Weather Resistant Barrier Nichiha Siding Sheathing Horizontal Rainscreen 1 2" dia. Anchor bolts @ 4'-0" oc

2 21" Furring @ 24" o.c. horiz. or 16" o.c. vertical

Nichiha Starter Track Fastener Located on Stud

1 21" Furring @ 24" o.c. horiz. or 16" o.c. vertical

Nichiha Starter Track Fastener Located on Stud

Sheathing Grade Line

Carriage House

4" Concrete Slab 6-mil Vapor Barrier

Min. 6" compacted gravel base

Grade Line

ADDITION and REMODEL ADDITION and REMODEL BECKERarchitecture

8" Poured Conc. foundation w/ #4 bars horizontal @ top & bottom

Carriage House

4" Concrete Slab 6-mil Vapor Barrier

8" Poured Conc. foundation w/ #4 bars horizontal @ top & bottom

Min. 6" compacted gravel base

Grade Line

Floor System -2x10 joists @ 16" o.c -34" T&G plywood

8"x24" Conc. footing w/ (3) #4 bars cont.

5 A07

Exterior CH Foundation Detail Scale: 1" = 1'-0"

GWB

1 2"

GWB

Floor System -2x10 joists @ 16" o.c -34" T&G plywood 1 2" dia. Anchor bolts @ 4'-0" oc

R-30 batt insulation in between joists 2" rigid insulation Fasten to joists @ 16" o.c.

Crawl space vents per RCO 408. Locate vents within 3' of each corner

8" Poured Conc. Wall Min. 30" below Grade

Vapor barrier extended up walls & tape joints

Min. 2'-6"

8"x24" Conc. footing w/ (3) #4 bars cont. 8" Poured Conc. foundation w/ #4 bars horizontal @ top & bottom

1 2"

John D. Becker Registration #: 3510 Expires: 12/31/19

4" Compacted gravel base

DATE

1' x 2' poured conc. ftg. w (3) #4 bars cont. @ bottom

8/10/2018

5 A07

Exterior CH Foundation Detail Scale: 1" = 1'-0"

Field Verify Align new floor w/ existing

6-mil Vapor Barrier

Min. 2'-0"

4" Concrete Slab

John Becker, RA

Carriage House

8" Poured Conc. foundation w/ #4 bars horizontal @ top & bottom

Sheathing

Cincinnati, OH 45208 Ph: 513.325.9475 COVINGTON, KENTUCKY, 41011 John Becker,Ph: RA 513.325.9475 COVINGTON, KENTUCKY, 41011

Min. 6" compacted gravel base

BECKERarchitecture 1222 Herschel Avenue 320 RIVERSIDE DRIVE Herschel Avenue 45208 320 RIVERSIDE DRIVECincinnati, OH1222

18"-24" Verify on site

Min. 6" compacted gravel base

11'-4"

6-mil Vapor Barrier

4" Concrete Slab

Nichiha Finish Clip

Verify elevation on site to match alley elevation 2x6 Studs @ 16" o.c.

4" Concrete Slab

cted

Slope Structure 1 4" per 1'0" min.

REVISIONS:

ompacted ase

Roof Construction -2x6 joists @ 16" o.c. -1/2" plywood sheathing -EPDM Roof Membrane

John D. Becker Registration #: 3510 Expires: 12/31/19 PROJECT NO.

4" drain tile w/ filter fabric. Connect to existing downspout lines

DATE SHEET NAME 8/10/2018

Garage Foundation Detail 2

GarageNO. PROJECT

Addition Wall Detail

Foundation Plan

DRAWING SHEET NAMENO.

Garage Foundation Plan

A.07

320 Riverside

ewarder@tulane.edu