Kevin Jones, Jr. SELECTED WORK
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Kevin Jones, Jr.
CURRICULUM VITAE KEVIN JONES, JR.
207 West 8th Avenue Columbus, OH 43201 United States E|jones.3740@osu.edu P|770-596-9497
EDUCATION 08/2015
The Ohio State University|KSA
Present G3|Master of Architecture GPA|3.79 09/2010
The Ohio State University|KSA
Minor in City and Regional Planning
05/2014 Bachelor of Science with Distinction in Architecture GPA|3.64
PROFESSIONAL SKILLS
EXPERIENCE
CAD|AutoCAD Visualization|Rhino 3d, VRay, Grasshopper,
01/2013
Schooley Caldwell Associates
Sketchup, Revit
design development, construction documents, bidding
process, construction administration, record drawings,
historic restoration projects, apartment floor plans,
public utilities and development government building,
LEED Certified building
Adobe|InDesign, Illustrator, Photoshop, AfterEffects, PremierPro, Acrobat
Microsoft Office|Word, Excel, Powerpoint Fabrication|Laser Cutter, 3D Printer
REFERENCES Kristy Balliet|Assistant Professor Knowlton School of Architecture
07/2015 Designer| Site and building analysis, schematic design,
Columbus, OH 08/2013
Student Instructional Assistant
05/2014 Laser lab assistant at the Knowlton School of Architecture
STUDY ABROAD
614-292-8893|balliet.5@osu.edu
Samuel Rosenthal, AIA|Architect
05/2013
European Architecture Study Abroad
landscape architecure, and planning in Germany, Italy,
France, Switzerland, Czech Republic, and Austria
LEADERSHIP & SERVICE
Schooley Caldwell Associates 614-628-0300|srosenthal@sca-ae.com
Robert K. Smith, AIA|Principal Architect Schooley Caldwell Associates 614-628-0300|rsmith@sca-ae.com
06/2013 Travel program highlighting major works of architecture,
05/2011 SERVitecture
05/2014 Acted as the Communications and Public Relations
Officer Senior Year planning Habitat for Humanity
service events and the Fashion Schau with donations
going to Dress for Success Columbus. Acted as council
member coordinating service and fundraising events
07/2013
of Habitat house construction from framing to finish
painting and laying flooring. Habitat ReStore Volunteer
03/2011 Habitat for Humanity 03/2013 Through SERVitecture participating in multiple stages
01/2013 Design
Matters
05/2013 A course participant that worked in association with the
Non-Profit Columbus Community Center with their Transit
Arts Program to Co-Design with youth in the community.
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TABLE OF CONTENTS SELECTED WORK 3
Curriculum Vitae
ACADEMIC DESIGN 6
Hovering Relations
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SUPRA(icon)
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Staging
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Fashion Tower
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Buenos Aires
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Evolve Distillery
Residental Design
Curatorial Design
Housing Development
Urban Intervention
Institutional Design
Historic Renovation
60 Detroit Venice Biennale Design
PROFESSIONAL WORK 66
Schooley Caldwell Associates
PHOTOGRAPHY 70 Explorations
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COMPOSITION The building gets segmented into different components. The front becomes a resident of the neighborhood pulling back and becoming an inhabitant of the trees. The middle ground becomes the innards(circulation) of the house. The house becomes a tour of voyeurism looking upon the civilized and the wild.
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Instructor: Jackie Gargus Term: Winter Quarter 2011 Timeline: 6 Weeks Software: Autocad, Rhino, Revit, Photoshop, Illustrator
HOVERING RELATIONS NEIGHBORHOOD DESIGN Typology: Residential Location: Columbus, Ohio
The project objective is organized toward the design of a residential property tailored to an owner's obsession or fixation. The location is on Weber Street in Clintonville; a residential area in Columbus, Ohio. The site is steep as it quickly slopes back away from the property line toward a road and stream. Utilizing the site was pivotal in the creation. Hovering Relations spawns from a compulsion with the fixation with hovering or floating. Given the obsession, the site is ideal. Floating planes regulate the design elements, the circulation, views, hierarchies, programmatic orientations, and material treatments. The layering of the planes and elements conceives constant changing relationships between the components, surrounding environment, and the occupant. All of which seek to continually enhance and stimulate that sensation of hovering.
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HIERARCHY
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HORIZONTAL LAYERING
VISUAL CONNECTION
VERTICAL LAYERING
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Choreography The investigation of the point, line, and plane as a basis of analysis and development suits the architecture and the site. Choreography is at play between the parts(building components), the whole(house), and The Whole(site).
Axes Of Enty And Exit Regulating relationships create connections on multiple levels. Visual connections from initial entry into house toward back are re-established on Lower Levels upon entry.
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Articulated Spaces These spaces guide the understanding of the architecture and the affects produced by the choreography of relationships.
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Circulation Path The path of travel is pivotal in understanding the architectural theme at play. Points of entry and exit creates continuous shifts in relationships between the object in movement within, the architectural body, and the ever changing environment the body is within.
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THE ICON John McHale’s essay, “The Plastic Parthenon” acted as the formal basis of analysis. McHale discusses that due to mass consumption, mass reproduction, and constant circulation, through various mediums, iconic objects become flattened and lose their originality, and their iconic attributes lose their significance.
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Instructor: Lisa Tilder Term: Spring Semester 2014 Honors Research Distinction Timeline: 10 Weeks Collaborators: Nick Castillo| Sung Lee Software: Rhino, Photoshop, Illustrator, Fabrication: CNC, 3D-Printer, Laser Cutter
SUPRA(icon)
DESIGN CURATION Typology: Exhibition Location: Columbus, Ohio
SUPRA(icon) is an argument in response to, “How do you preserve iconography, while still striving to be ‘iconic’ or standout in a world where everything is iconic?”. This is the “Project for what will become the city”. The outcome strives to negotiate the terms of iconographies role within a city through various mediums while still holding its substance. The curation defines the roles of architecture in contemporary design. Where the Icon becomes something about the city that is gone or no longer a “one of a kind” (subjective). Where the monument is about agreement over something precious (communal). Then where architecture is about the edge, the inside vs.outside (middle ground). Then articulating that middle ground. Where both iconography and monumentality resinate into an architectural body of work.
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“Roman Operating System� Features of Rem Koolhaas' Operating System call for a city consisting of monuments, cardo, decumanus, forum, system edges, theatre, commercial district, museum district, residential, entertainment, religious sector, agriculture, etc.
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2D Icon Silhouettes The investigation on the manipulation of scale and iconic attributes led to the interest in the reduction of the icon into its pure graphic representation- the silhouette.
3D Parametric Body This postmodernist take on flatness and multiples gives birth to something parametric and volumetric, transforming the 2D into a 3Dimensional body. The process is a transition from post modernism to radical postmodernism to SUPRAmodernism.
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Structural Barcode TBD Tianjin Museums
West 57th Heydar Aliyev Center
CCTV
Cooper Union Beijing National Stadium
New Museum of Contemporary Art
Mercedes Benz Museum
Casa da Música Seattle Public Library Sharp Center for Design Jewish Museum Wozoco Apartments
Guggenheim Bilbao
Sydney Opera House
Cathedral of Brasilia
Venturi House
Sagrada Familia
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Multiple Scales 2D silhouettes giving form to a 3D body at installation scale giving the idea life. The design idea allows the form to become adaptable to multiple scales.
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PRIME LOCATION The development is situated in a place that is close to downtown with a great view and a waterfront positioning. The building wraps the site, opens up to water travel, borders the highway and main road for easy access, and allows bike travel to weave through the site.
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275 W. WOODRUFF AVE. COLUMBUS, OHIO 43210
CATAPANO,DAJKO,JONES
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THE OHIO STATE UNIVERSITY
Instructor: Robert Livesey|Bart Overly Term: Autumn Semester 2015 Comprehensive Studio Timeline: 14 Weeks Collaborators: Enio Djako| Valentine Catapano Software: Rhino, Revit, Photoshop, Illustrator Fabrication: CNC, Laser Cutter
STAGING
HOUSING DEVELOPMENT Typology: Housing|Mixed Use Location: Columbus, Ohio
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The mixed use housing development bends around the site to create a central courtyard, and create a waterfront zone that pushes into the courtyard. The center area becomes a place of activity. The building is carved to put the terrace areas on a stage to showcase different community events. Staging these events, framing the activity and the surrounding context, and creating various modes of movement and linking all of these together is vital.
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DOWNTOWN COLUMBUS
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STAGING @ THE CONFLUENCE
The program of the development is meant to provide suitable amenities for the residents, while also attracting outside interest. Therefore, such amenities such as a bar, restaurant, retail, gym, park space, and plenty of parking help fill the site with activity.
DATE: 08.12.15 DRAWN: 1” - 50’-0” JOB: SITE PLAN
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TRANSFORMATION BARBAR TRANSFORMATION
EXTEND
MOVEMENT MOVEMENT
BEND & SLICE
UNITS
BIKE
PARKING
BIKE
MOVEMENT
BAR TRANSFORMATION
PROGRAM
CARVE
BEND & SLICE
BEND AND SLICE
BIKE
EXTEND
RAM
S
UNITS
EXTEND
RAM
ES
PROGRAM PROGRAM
MOVEMENT
AMENITIES
LIFT
PEDESTRIAN
PARKING
PARKING
AUTOMOBILE
UNITS
BEND & SLICE
BIKE
OUTDOOR GATHERING SPACES
AUTOMOBILE
PARKING
MOVEMENT PEDESTRIAN
LIFT
CARVE
CARVE
BEND & SLICE
LIFT
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LIFT
Kevin Jones, Jr.
OUTDOOR GATHERING SPACES
BOAT
AMENITIES
PEDESTRIAN
LIFT
AMENITIES
BIKE
PARKING
PEDESTRIAN
OUTDOOR GATHERING SPACES
OUTDOOR GATHERING SPACES
PEDESTRIAN
AUTOMOBILE
OUTDOOR GATHERING AREAS
BOAT
BOAT
Activity 1
The design creates various zones of activity
LEVEL 5 PLAN SCALE: 1” - 32’-0”
that are put on stage. The housing has easy access to all of these amenities.
FOREST VS. COURTYARD
SMOOTH FACADE VS. JAGGED FACADE
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RECESSED LIGHTS
.25” INSULATED GLASS
3” ACOUSTIC PANELS 1” x 3” WOOD FURRING AIR BARRIER 2” RIGID INSULATION 6” REINFORCED CONCRETE VAPOR BARRIER 1” GYPSUM BOARD
2” RADIANT TUBING POST TENSIONING STEEL BOLTS .5” PLYWOOD
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NORTH NORTH ELEVATION ELEVATION SCALE: SCALE: 1” 1” -- 32’-0” 32’-0”
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SOUTH ELEVATION SOUTH ELEVATION Kevin Jones, Jr. SCALE: SCALE: 1” 1” -- 32’-0” 32’-0”
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Dramatic The building takes advantage of its location taking a dominant position on the site. The buildings form encourages the movement into the buildings central courtyard from water vehicle. When seen at night the buidling stages itself as a vibrant beacon of activity.
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INTERVENTION The hotel section is activated through large indoor and outdoor gathering spaces. The street is activated with interesting storefronts that also signifies the stores branded image. The residential portion is activate through community outdoor spaces. All of these come together to create a vibrant atmosphere.
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Kevin Jones, Jr.
Instructor: Sam Rosenthal Term: Spring Semester 2013 Timeline: 1 Week Software: Revit, Photoshop, Illustrator
FASHION TOWER
URBAN INTERVENTION DESIGN Typology: Mixed Use Location: Columbus, Ohio
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The Columbus, Ohio region is developing at a rapid pace in recent years. Columbus is trying to develop an urban fabric by creating "0 setback" along the major axis, High Street, and reduce majority of the large surface parking which claims 25% of Columbus' footprint. This movement toward greater urbanization entices global companies to establish businesses in the area. The region is already home to some global fashion lines and a new economic incentive has developed interest from designers to possibly designate Columbus as their home base. The task was to design a Fashion Tower to house four global labels (Chanel, Boss, Y-3, and Armani) in only one week using Revit software. The individual tenants are tasked with the design of the interior of their own spaces, but the circulation and location of the program (retail, office, hotel, and housing) are organized by the student.
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SCIOTO RIV
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Prime Location The building can act as a fashion incubator and idea generator for influencing design. The buildings ability to have an influence on its surrounding context is one of its strongest selling points. The abilitly to attract consumers becomes easier because of the site location.
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DOWNTOWN
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Views The carve outs allow residences to get a view of the activity in the outdoor spaces, activity on the streets, and toward Downtown Columbus landmarks. These landmarks include: The Scioto River, The Courthouse, and The Arena District.
HOUSING HOTEL OFFICE RETAIL
PROGRAM
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Kevin Jones, Jr.
CENTRAL CIRCULATION CORE
CARVE OUT SPACES
Activity Spaces Providing outdoor activity spaces are vital in a housing development. The top outdoor spaces are large expanses for the apartment residences. The hotel/cafe outdoor spaces are defined by floating planes and dynamic columns.
HOUSING
HOTEL OFFICE RETAIL
PROGRAM
OUTDOOR LANDSCAPED SPACES
VIEWS OF INTEREST
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LEVEL 20 HOUSING LOBBY/CAFE
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LEVEL 13 HOTEL LOBBY/GALLERY
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Vibrant Storefronts The stores are given there own distinct characteristics to highlight the brand. The creation of a destination for shoppers in an area downtown that has little to offer is important. Therefore, the storefront designs are creative to draw attention and pull in shoppers.
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CONTEXT The building form is generated from the idea of creating a collage of courtyard types based on surrounding types. Site pressures assist in informing design as well as the creation of framed views of monuments, landmarks, cranes, university buildings, silos, and customs building.
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Kevin Jones, Jr.
Instructor: Andrew Cruse Term: Autumn Semester 2013 Timeline: 10 Weeks Software: Revit, Photoshop, Illustrator
BUENOS AIRES
MUSEUM AND SCHOOL OF LANDSCAPE, ARCHITECTURE, AND URBAN DESIGN Typology: Educational|Institutional Location: Buenos Aires, Argentina
Through the revitalization and urbanization of Puerto Madero the fabric of its make up created disconnections and social divisions. The design for the Museum of the city of Buenos Aires and The School of L,A,UD strives to mediate the disconnect and exclusiveness that plagues Buenos Aires by creating a series of infiltrations. These infiltrations signify shared spaces, and are designed based off the contrast in configuration of a courtyard between the east and west sides of the site. This creates an on site collage of courtyards.
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Infiltrations The site response intends to create a series of infiltrations that find the studio spaces gazing into the art galleries for inspiration and vice versa. Infiltrations also happen at the waterfront that bring you down to interact with the water. circulation
CIRCULATION
EXHIBITION Exhibition Spaces
Studio Spaces STUDIO
Museum
School
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SCHOOL
MUSEUM
SPACES
SPACES
SECTION A
SECTION B
SECTION C
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Gestural Move Wood paneling breaks through the simple pure forms. The wood paneling sweeps through to create a dynamic and creative gallery space. The dynamic movement peels away from the ground and ceiling to create walls of different qualities. The unexpected qualities of the gallery also show up in the shared auditorium space creating acoustic walls and ceiling.
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Local Influence The distillery and event center act as a link in the Columbus burbon trail. The development helps stimulate a local economy that has struggled to show improvements. The development of something new is vital, but even more important is retaining some of the original buildings character.
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Kevin Jones, Jr.
Instructor: Sam Rosenthal Term: Spring Semester 2013 Timeline: 6 Weeks Software: Revit, Photoshop, Illustrator
EVOLVE DISTILLERY
FRANKLIN PARK TROLLEY BARN Typology: Historic Renovation|Addition Location: Columbus, Ohio
The Franklin Park Trolley Barn site is deteriorating to the point where it has become an eye sore for the community. The proposal introduces a program that stimulates tourist revenue for the state and neighborhood by creating a link in Columbus' own Burbon/Distillery Trail. The design methodology uses patterning to organize program, circulation, and production. This patterning acts as a seed of evolution to mimic the chemical process of distilling. It also creates a circulation process that puts the visitor in a position similar to the consumption of alcohol -the ingredients, the consumption, the distortion, and the after effects. The ultimate outcome of the patterning was the creation of dynamic light patterning through various levels of opacity and materiality pertaining to interior design and design of the roof plane -which often goes overlooked.
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WATERSHED DISTILLERY
MIDDLE WEST SPIRITS
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Patterns The floor plan is driven by patterns from ridged to loose. The Event/Welcome Center preserves its original light well pattern and trusses, however introduces a checkerboard flooring and offset counters. The Green House uses a grided trellis system. Apple trees are layed out in relation to a boardwalk pattern. The Distillery uses an overlapping of different floor patterns, equipment storage, and skylights. The Tasting Area, Fruit Storage Area, Machine Shop, Lab, Offices, and Restaurant all use floor and ceiling patterns to drive the idea.
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Interiors The Tasting Area is defined by its skewed ceiling pattern creating lighting patterns that implies continued movement along the path of circulation. The Fruit Storage Area not only further shifts the ceiling grid, but also skews the floor plan creating voids used for storage in interior niches and drive up fruit market spaces on the outside. The Machine Shop, Lab, and Offices use light wells to define office spaces, floor patterns, and positioning of testing stills. The Restaurant filters light to re-establish table organization.
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Existing vs. New Construction The design seeks to keep as much of the existing building as possible while the new construction tries to create dynamic effects through lighting that starts to ovelay on the existing building.
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CONTEXT The project is located on a 26 acre waterfront site one mile west of downtown Detroit. The design of buildings are situated to have the ability to create multiple fronts, multiple orientations, and multiple contextual relationships. These ambitions are driving forces to create moments of framing, orientation, and scale shift.
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Kevin Jones, Jr.
Instructor: Kristy Balliet Term: Spring Semester 2016 Timeline: 14 Weeks Software: Rhino, Photoshop, Illustrator Fabrication: Laser Cutter, 3D Printer
DETROIT
VENICE BIENNALE DESIGN Typology: Performing Arts Complex Location: Detroit, Michigan
The site organization reflects a range of sprawl and clustering in Detroit. A curation of clustered pieces are situated around the site. The buildings range of scale shifts with the extension of the urban edge back to the waterfront. A new urban edge is generated. The collection of pieces have multiple orientations, scales, and framing relationships that correlate to its program use. Buildings relate to each other through relationships of aggregation, orientation, and/or interconnection. The resultant in between spaces engage to create interesting spatial relationships. These designed interactions engage techniques of carving, interlocking, hovering, wrangling, and/or submerging. The interactions relate to the mission of the buildings related program use, of performing arts, for spawning engagement and creating a destination.
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CARVE
INTERLOCK
Edges The new performing arts building claims the waterfront edge forcing activity and engagement. Further engagement is created as the water infiltrates and carves through the site.
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HOVER
SUBMERGE
WRANGLE
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Volumes The building massing has floating theatres and performance spaces that punch through and carves out spaces in the building. The inbetween spaces of each volume become different and interesting around every turn.
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Multiple Scales Various spatial scales are incorporated to create different experiences and relationships with building components. Scales of objects in the building also pick up on various gestures and scales from other buildings around the site pulling them into a single composition.
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Firm: Schooley Caldwell Associates Timeline: 5 Weeks Position: Designer Software: Revit, AutoCad, Illustrator, Indesign, Photoshop
PROFESSIONAL WORK
WYANDOT COUNTY COURTHOUSE Typology: Restoration Location: Upper Sandusky, Ohio
I have been able to develop my own methodologies toward the building and design process through working at the Downtown Columbus firm Schooley Caldwell Associates. The firm prides itself on historic renovation projects, adaptive reuse projects, as well as a variety of other projects at various scales. I have been exposed to all the phases in a building process. By having the opportunity to get hands on experience I have been able to develop the idea of what it takes to run a profitable firm that does prolific work. I have been able to be a part of renovation projects such as Wyandot County Courthouse and Ohio University Ridges Property, as well as new construction projects such as 111 N. Front Street, a Public Use and Development building for the City of Columbus that is seeking LEED Silver Certification. My experiences through professional and academic practice have given me the ability to adaptively design in responce to a multitude of regional conditions and programmatic uses.
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CAST IRON WORKCAST - GENERAL IRON WORK NOTES - GENERAL NOTES
WINDOW WORK - WINDOW GENERALWORK NOTES - GENERAL NOTES
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SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK.
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SCAFFOLD ENTIRE TOWER AND A. BASE. SCAFFOLD ENTIRE TOWER AND BASE. A. REMOVE AND SALVAGE EXISTING A. SASHES REMOVEAND ANDLOUVERS. SALVAGE RESTORE EXISTING SASHES OR REPLICATE AND LOUVERS. TO MATCH RESTORE OR REPLICATE TO MATCH EXISTING. EXISTING. INSPECT CAST IRON TOWERB. AND BASE INSPECT FORCAST LOOSE IRON PANELS TOWER AND AND DECORATIVE BASE FOR LOOSE ELEMENTS. PANELS RETAIN ANDLOOSE DECORATIVE ITEMS ELEMENTS. RETAIN LOOSE ITEMS FOR RE-INSTALLATION. FOR RE-INSTALLATION. B. SALVAGE GLASS FOR RE-USE. B. REPLACE SALVAGE OR GLASS REPLICATE FOR TO RE-USE. MATCH REPLACE EXISITNG. OR REPLICATE TO MATCH EXISITNG.
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SCRAPE AND REMOVE LOOSE C. PAINT SCRAPE AND PRIMER. AND REMOVE STRIP CAST LOOSE IRON PAINT PER AND MANUFACTURER'S PRIMER. STRIP CAST RECOMMENDATIONS. IRON PER MANUFACTURER'S RECOMMENDATIONS. C. STRIP PAINT AND PRIMER FROM C. WINDOW STRIP PAINT FRAMES. AND RESTORE PRIMER FROM OR REPLICATE WINDOW FRAMES. WOOD FRAME. RESTORE OR REPLICATE WOOD FRAME.
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PROVIDE PROGRAMMABLE LIGHTING B. PROVIDE CONTROL PROGRAMMABLE SYSTEM. LIGHTING CONTROL SYSTEM.
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PROVIDE NEW DIMMABLE LIGHTHING E1. PROVIDE TO ALLNEW SIDES DIMMABLE OF TOWER. LIGHTHING TO ALL SIDES OF TOWER.
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PROVIDE NEW DIMMABLE LIGHTING E2. PROVIDE TO ALL SIDES NEW DIMMABLE OF CUPOLAS. LIGHTING TO ALL SIDES OF CUPOLAS.
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architects engineers plannersarchitects interior designers engineers planners interior designers
PROVIDE PROGRAMMABLE LIGHTING B. PROVIDE CONTROL PROGRAMMABLE SYSTEM. LIGHTING CONTROL SYSTEM.
PROVIDE NEW DIMMABLE LIGHTHING E1. PROVIDE TO ALLNEW SIDES DIMMABLE OF TOWER. LIGHTHING TO ALL SIDES OF TOWER.
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ELECTRICAL WORK ELECTRICAL - CODED NOTES WORK - CODED NOTES
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17' -
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK.
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK. HAMMER TEST SANDSTONE A. AND MASONRY HAMMER TEST FOR SOUNDNESS. SANDSTONE AND SECURE MASONRY FAILEDFOR / DETERIORATED SOUNDNESS. SECURE FAILED / DETERIORATED A. STONE. STONE. B. DISASSEMBLE PARAPET ANDB.MASONRY DISASSEMBLE WALL. TRACK PARAPET AND AND SALVAGE MASONRY MATERIALS WALL. FOR TRACK RE-USE. AND SALVAGE MATERIALS FOR RE-USE.
A.
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK.
A.
ELECTRICAL WORK ELECTRICAL - GENERALWORK NOTES - GENERAL NOTES
MASONRY WORKMASONRY - GENERALWORK NOTES - GENERAL NOTES
PROVIDE NEW STAINLESS STEEL W1. MESH PROVIDE SCREEN. NEW STAINLESS BACK WITH STEEL ALUMINUM MESH LOUVER. SCREEN. BACK WITH ALUMINUM LOUVER.
ELECTRICAL WORK ELECTRICAL - GENERALWORK NOTES - GENERAL NOTES
E SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK.
REMOVE EXISTING COPPER COPING M1. REMOVE AND SALVAGE EXISTING FOR COPPER RE-USE. COPING REPLACE ANDIF SALVAGE REQUIRED. FOR RE-USE. REPLACE IF REQUIRED. REMOVE COPING STONES AND M2.SALVAGE REMOVE FOR COPING RE-USE. STONES AND SALVAGE FOR RE-USE. PROVIDE NEW WOOD PLATES M3. ANDPROVIDE BLOCKING. NEW RE-INSTALL WOOD PLATES COPPER ANDCOPING. BLOCKING. RE-INSTALL COPPER COPING.
T Marconi 614-628-0300 300 Marconi Boulevard 300 Boulevard T 614-628-0300 F 614-628-0311 F 614-628-0311 Columbus OH 43215 Columbus OH 43215 schooleycaldwell.com
M4.
PATCH EXISTNG BRICK VOIDS M4. IN ELEVATOR PATCH EXISTNG TOWER. BRICK SAW-CUT VOIDS NEW IN ELEVATOR REVEALS INTO TOWER. MASONRY. SAW-CUT NEW REVEALSschooleycaldwell.com INTO MASONRY.
M5.
PATCH AND RE-CARVE SANDSTONE M5. PATCH DETAILS ANDAT RE-CARVE CORNICESANDSTONE AND PEDIMENTS. DETAILS AT CORNICE AND PEDIMENTS.
Consultants:
ES AND M2.SALVAGE REMOVE FOR COPING RE-USE. STONES AND SALVAGE FOR RE-USE.
ATES M3. ANDPROVIDE BLOCKING. NEW RE-INSTALL WOOD PLATES COPPER ANDCOPING. BLOCKING. RE-INSTALL COPPER COPING.
OIDS M4. IN ELEVATOR PATCH EXISTNG TOWER. BRICK SAW-CUT VOIDS NEW IN ELEVATOR REVEALS INTO TOWER. MASONRY. SAW-CUT NEW REVEALS INTO MASONRY.
Consultants:
ANDSTONE M5. PATCH DETAILS ANDAT RE-CARVE CORNICESANDSTONE AND PEDIMENTS. DETAILS AT CORNICE AND PEDIMENTS.
Consultants:
Structural Enginnering
Structural Enginnering
Kabil Associates
Kabil Associates
5900 Sharon Woods Blvd Columbus, OH 43229
5900 Sharon Woods Blvd Columbus, OH 43229
Testing Services
Testing Services
Consultants:
Structural Enginnering
Structural Enginnering
Kabil Associates
Kabil Associates
5900 Sharon Woods Blvd Columbus, OH 43229
5900 Sharon Woods Blvd Columbus, OH 43229
Testing Services
Testing Services
17' - 0"
REMOVE CONCRETE DECK TO D. EXPOSE REMOVE TOPCONCRETE CHORD. DECK TO EXPOSE TOP CHORD.
Wyandot Wyandot County County Courthouse Courthouse
WINDOW WORK - WINDOW CODED NOTES WORK - CODED NOTES
ND PAINT E. PROVIDE PREPARED NEW CAST PRIMER IRON AND PER PAINT MANUFACTURER'S PREPARED CAST RECOMMENDATIONS. IRON PER MANUFACTURER'S RECOMMENDATIONS.
E DECORATIVE F. RESTORE ELEMENTS. OR REPLICATE DECORATIVE ELEMENTS.
ONE A. AND MASONRY HAMMER TEST FOR SOUNDNESS. SANDSTONE AND SECURE MASONRY FAILEDFOR / DETERIORATED SOUNDNESS. SECURE FAILED / DETERIORATED STONE.
17' - 0"
D.
RE REQUIRED. D. PATCH CAST IRON WHERE REQUIRED.
RKMASONRY - GENERALWORK NOTES - GENERAL NOTES
CTL Engineering, Inc. CTL Engineering, Inc. 2860 Fisher Road Columbus, OH 43204
2860 Fisher Road Columbus, OH 43204
CTL Engineering, Inc. CTL Engineering, Inc.
BELL LEVEL EL. 101' - 9"
BELL LEVEL EL. 101' - 9"
CLOCK TOWER MEZZANINE EL. 90' - 0"
CLOCK TOWER MEZZANINE EL. 90' - 0"
2860 Fisher Road Columbus, OH 43204
COPPER DOME COPPER DOME E1
E1
REPLACE EXISTING CAST IRON REPLACE EXISTING CAST IRON FINIAL/RE-ANCHOR FINIAL/RE-ANCHOR
M3 M5M1
M3
M5
TYP.
E2 M5
E2
TYP.
CLOCK TOWER MEZZANINE EL. 90' - 0"
CLOCK TOWER MEZZANINE EL. 90' - 0"
M5 M1
M3
M5 M2
M1M5 M3
36' - 0"
36' - 0"
1' - 5"4' - 9 1/2" 1' - 1" 1' - 5"4
E2
TYP.
STONE PEDIMENT/ STONE PEDIMENT/ CAP STONE CAP STONE
M1
M1
AREA OF RENOVATION WORK
AREA OF RENOVATION WORK
III II
IX
IX
III II
E2
M5
SCOPE OF CAST IRON WORK
SCOPE OF CAST IRON WORK
AREA OF RENOVATION WORK
V VI VII
M3
AREA OF RENOVATION WORK
III
IX X
IX X
III
VIII
IIII
IIII
V VI VII
M5
VIII
M1
TYP.
REPLACE EPDM ROOF REPLACE EPDM ROOF
M5
M5 M3
M5
TYP.
M5
M5
E2
E2
TYP.
CARVED STONE CARVED STONE PEDIMENTS PEDIMENTS
IIII
TIN-COVERED TIN-COVERED CUPOLAS, TYP. CUPOLAS, TYP. OF (4) OF (4)
WOOD WINDOWS,WOOD WINDOWS, REPLACE WOOD SASH REPLACE WOOD SASH
E2
TYP.
VIII
E2
COPPER ROOF
I XII XI
X
CAST IRON TOWER CAST IRON TOWER
COPPER ROOF
I XII XI
IIII
WOOD WINDOWSWOOD WINDOWS
X
MESH SCREENS MESH SCREENS
II
II
VIII
XII I
VI V
CAST IRON COLUMNS CAST IRON COLUMNS XI
BELL LEVEL EL. 101' - 9"
Drawing Issue Dates Drawing Issue Dates
EXHIBIT C EXHIBIT C
VII
PROTECT DURING EXISTING CLOCK,EXISTING PROTECTCLOCK, DURING DEMOLITION & NEW WORK DEMOLITION & NEW WORK XII I
BELL LEVEL EL. 101' - 9"
E1
EXHIBIT C EXHIBIT C
VI V
CAST IRON PEDIMENTS CAST IRON PEDIMENTS
XI
Level 9 EL. 118' - 0"
Drawing Issue Dates Drawing Issue Dates
DECORATIVE PUNCHED DECORATIVE PUNCHED PANEL PANEL
VII
E1
COPPER GUTTERCOPPER GUTTER
Level 9 EL. 118' - 0"
13' - 9"
Level 9 EL. 118' - 0"
13' - 9"
2860 Fisher Road Columbus, OH 43204
Level 9 EL. 118' - 0"
TYP.
M5 M2
M2
1' - 5"
M2 M1
M3
M5
M1
M3
M5
PROVIDE NEW STAINLESS STEEL W1. MESH PROVIDE SCREEN. NEW STAINLESS BACK WITH STEEL ALUMINUM MESH LOUVER. SCREEN. BACK WITH ALUMINUM LOUVER.
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK.
E1.
PROVIDE NEW DIMMABLE LIGHTHING E1. PROVIDE TO ALLNEW SIDES DIMMABLE OF TOWER. LIGHTHING TO ALL SIDES OF TOWER.
E2.
PROVIDE NEW DIMMABLE LIGHTING E2. PROVIDE TO ALL SIDES NEW DIMMABLE OF CUPOLAS. LIGHTING TO ALL SIDES OF CUPOLAS.
EL. 0"
1/8" = 1'-0"
EL. 0"
Architectural Architectural
A2.1 A2.1
D.
CLEAN SANDSTONE WHERE D. REQUIRED CLEAN PER SANDSTONE MANUFACTURER'S WHERE REQUIRED RECOMMENDATIONS. PER MANUFACTURER'S RECOMMENDATIONS.
architects engineers plannersarchitects interior designers engineers planners interior designers
07/22/14
T Marconi 614-628-0300 300 Marconi Boulevard 300 Boulevard T 614-628-0300 F 614-628-0311 F 614-628-0311 Columbus OH 43215 Columbus OH 43215
E1.
PROVIDE NEW DIMMABLE LIGHTHING E1. PROVIDE TO ALLNEW SIDES DIMMABLE OF TOWER. LIGHTHING TO ALL SIDES OF TOWER.
E2.
PROVIDE NEW DIMMABLE LIGHTING E2. schooleycaldwell.com PROVIDE TO ALL SIDES NEW DIMMABLE OF CUPOLAS. LIGHTING TO ALL SIDES OF CUPOLAS. schooleycaldwell.com
07/22/14
07/22/14 14080
14080
REMOVE EXISTING COPPER COPING M1. REMOVE AND SALVAGE EXISTING FOR COPPER RE-USE. COPING REPLACE ANDIF SALVAGE REQUIRED. FOR RE-USE. REPLACE IF REQUIRED.
PROVIDE NEW WOOD PLATES M3. ANDPROVIDE BLOCKING. NEW RE-INSTALL WOOD PLATES COPPER ANDCOPING. BLOCKING. RE-INSTALL COPPER COPING. PATCH EXISTNG BRICK VOIDS M4. IN ELEVATOR PATCH EXISTNG TOWER. BRICK SAW-CUT VOIDS NEW IN ELEVATOR REVEALS INTO TOWER. MASONRY. SAW-CUT NEW REVEALS INTO MASONRY. PATCH AND RE-CARVE SANDSTONE M5. PATCH DETAILS ANDAT RE-CARVE CORNICESANDSTONE AND PEDIMENTS. DETAILS AT CORNICE AND PEDIMENTS.
Consultants:
Consultants:
Structural Enginnering
Structural Enginnering
Kabil Associates
Kabil Associates
5900 Sharon Woods Blvd Columbus, OH 43229
5900 Sharon Woods Blvd Columbus, OH 43229
Testing Services
Testing Services
Consultants:
E1
Level 9 EL. 118' - 0"
Level 9 EL. 118' - 0"
IX
E2
V VI VII
E2 TYP.
M5
M1
M3
M5
M2M1
M3
M5 M2
M5 M2 M1
Level 4 EL. 44' - 9"
M2 M3
M5
M5 M1
M5
M3
M5 M3
Level 4 EL. 44' - 9"
BELL LEVEL EL. 101' - 9"
BELL LEVEL EL. 101' - 9"
CLOCK TOWER MEZZANINE EL. 90' - 0"
CLOCK TOWER MEZZANINE EL. 90' - 0"
Level 4 Level 4 Level 4 Level 4 EL. 44' - 9" EL. 44' - 9" EL. 44' - 9" EL. 44' - 9"
2
Ground EL. 0"
NORTH ELEVATION NORTH ELEVATION NORTH ELEVATION NORTH ELEVATION 1/8" = = 1'-0" 1/8" 1'-0"
2
1/8" = = 1'-0" 1/8" 1'-0"
64 64
Restoration The elevations show the scope of work with enough detail to show exactly where the restoration work needs to happen.
68
Kevin Jones, Jr.
13' - 9"
13' - 9"
1/8" = = 1'-0" 1/8" 1'-0"
1
1/8" = = 1'-0" 1/8" 1'-0"
M2
M1
M2 M3
M2
E2 M5
TYP.
M5
M2
M3
M1M2
M5
M3
M1
M5
M1
Wyandot County Wyandot County Courthouse Courthouse Roof & TowerRoof & Tower Renovations Renovations
Level 4 EL. 44' - 9"
Level 4 EL. 44' - 9"
Level 3 EL. 30' - 9"
Level 3 EL. 30' - 9"
Level 2 EL. 14' - 0"
Level 2 EL. 14' - 0"
Ground EL. 0"
Ground EL. 0"
North Exterior North Exterior Elevations Elevations
South Exterior South Exterior Elevations Elevations
Architectural Architectural Ground EL. 0"
2
Ground Ground EL. 0" EL. 0"
Ground EL. 0"
SOUTH ELEVATION SOUTH ELEVATION SOUTH ELEVATION SOUTH ELEVATION 2 1/8" 1/8" = = 1'-0" 1/8" = = 1'-0" 1/8" 1'-0" 1'-0"
A2.3 A2.3 07/22/14
07/22/14 14080
14080
109 South Sandusky 109 South Sandusky Upper Sandusky, Ohio Upper Sandusky, Ohio 43351 43351
N.I.C.
N.I.C. Level 2 Level 2 Level 2 Level 2 EL. 14' - 0" EL. 14' - 0" EL. 14' - 0" EL. 14' - 0"
Wyandot County Wyandot County Courthouse Courthouse Roof & TowerRoof & Tower Renovations Renovations SCOPE OF WORK SCOPE DRAWINGS OF WORK DRAWINGS
109 South Sandusky 109 South Sandusky Upper Sandusky, Ohio Upper Sandusky, Ohio 43351 43351
N.I.C.
N.I.C.
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
Ground EL. 0"
Level 3 Level 3 Level 3 Level 3 EL. 30' - 9" EL. 30' - 9" EL. 30' - 9" EL. 30' - 9"
7/21/2014 4:22:36 PM
Level 2 EL. 14' - 0"
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
Level 2 EL. 14' - 0"
7/21/2014 4:22:36 PM
7/21/2014 4:22:06 PM
Level 3 EL. 30' - 9"
ATTIC PLAN/ ATTIC ATTIC PLAN/ REFLECT ATTICRE PL
M5
SCOPE OF WORK SCOPE DRAWINGS OF WORK DRAWINGS
Level 3 EL. 30' - 9"
1
14080
TYP.
TYP.
M5
AREA OF RENOVATION WORK
AREA OF RENOVATION WORK
III II
III II
E2
IX
AREA OF RENOVATION WORK
ROOFING
ROOFING
AREA OF RENOVATION WORK
VIII
III
IX X
IX X
III
V VI VII
VIII
IIII
IIII
NEW UPPER ROOF
NEW UPPER ROOF
VI V
M5
IIII
TYP.
NEW UPPER ROOF
E2
TYP.
M4
VIII
M5
M4
I XII XI
X
NEW UPPER ROOF
E2 E2
E2
I XII XI
IIII
PROVIDE NEW SASH
ELEVATOR TOWER ELEVATOR TOWER BRICK, CLEAN, BRICK, CLEAN, TUCK POINT, & PAINT TUCK POINT, & PAINT
VIII
PROVIDE NEW LOUVER
PROVIDE NEW SASH
X
PROVIDE NEW LOUVER XII I
VII
XI
VI V
XII I
2860 Fisher Road Columbus, OH 43204
Drawing Issue Dates Drawing Issue Dates
EXHIBIT C EXHIBIT C
VII
XI
5900 Sharon Woods Blvd Columbus, OH 43229
Testing Services
E1
Drawing Issue Dates Drawing Issue Dates
II
CLOCK TOWER MEZZANINE EL. 90' - 0"
Structural Enginnering
Kabil Associates
5900 Sharon Woods Blvd Columbus, OH 43229
Testing Services 2860 Fisher Road Columbus, OH 43204
E1
II
CLOCK TOWER MEZZANINE EL. 90' - 0"
Consultants:
Structural Enginnering
Kabil Associates
CTL Engineering, Inc. CTL Engineering, Inc.
2860 Fisher Road Columbus, OH 43204
EXHIBIT C EXHIBIT C
BELL LEVEL EL. 101' - 9"
07/22/14 14080
T Marconi 614-628-0300 300 Marconi Boulevard 300 Boulevard T 614-628-0300 F 614-628-0311 F 614-628-0311 Columbus OH 43215 Columbus OH 43215 schooleycaldwell.com schooleycaldwell.com
REMOVE COPING STONES AND M2.SALVAGE REMOVE FOR COPING RE-USE. STONES AND SALVAGE FOR RE-USE.
M4. M5.
Level 9 EL. 118' - 0"
BELL LEVEL EL. 101' - 9"
A2.2 A2.2
architects engineers plannersarchitects interior designers engineers planners interior designers
PROVIDE PROGRAMMABLE LIGHTING B. PROVIDE CONTROL PROGRAMMABLE SYSTEM. LIGHTING CONTROL SYSTEM.
2860 Fisher Road Columbus, OH 43204
E1
Ground EL. 0"
REMOVE EXISTING LIGHTINGA. SYSTEM REMOVE FROMEXISTING DOME, TOWER, LIGHTING CUPOLAS, SYSTEMAND FROM ROOF. DOME, TOWER, CUPOLAS, AND ROOF.
ELECTRICAL WORK ELECTRICAL - CODED NOTES WORK - CODED NOTES
CTL Engineering, Inc. CTL Engineering, Inc.
Level 9 EL. 118' - 0"
17' - 0"
N.I.C.
Ground EL. 0"
PROVIDE NEW STAINLESS STEEL W1. MESH PROVIDE SCREEN. NEW STAINLESS BACK WITH STEEL ALUMINUM MESH LOUVER. SCREEN. BACK WITH ALUMINUM LOUVER.
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK.
DISASSEMBLE PARAPET ANDB.MASONRY DISASSEMBLE WALL. TRACK PARAPET AND AND SALVAGE MASONRY MATERIALS WALL. FOR TRACK RE-USE. AND SALVAGE MATERIALS FOR RE-USE.
M3.
W1.
ELECTRICAL WORK ELECTRICAL - GENERALWORK NOTES - GENERAL NOTES
1/8" = 1'-0"
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK.
REBUILD PARAPET WALL WITH C. NEW REBUILD COPPER PARAPET FLASHING. WALL RESURFACE WITH NEWSANDSTONE. COPPER FLASHING. RESURFACE SANDSTONE.
M1.
Architectural Architectural
West ExteriorWest Exterior WINDOW WORK - WINDOW CODED NOTES WORK - CODED NOTES Elevations Elevations
HAMMER TEST SANDSTONE A. AND MASONRY HAMMER TEST FOR SOUNDNESS. SANDSTONE AND SECURE MASONRY FAILEDFOR / DETERIORATED SOUNDNESS. SECURE FAILED / DETERIORATEDA. STONE. STONE. B.
B.
C.
M2.
PROVIDE NEW WOOD PLATES M3. ANDPROVIDE BLOCKING. NEW RE-INSTALL WOOD PLATES COPPER ANDCOPING. BLOCKING. RE-INSTALL COPPER COPING.
17' -
East ExteriorEast Exterior Elevations Elevations
REMOVE AND SALVAGE EXISTING A. SASHES REMOVEAND ANDLOUVERS. SALVAGE RESTORE EXISTING SASHES OR REPLICATE AND LOUVERS. TO MATCH RESTORE OR REPLICATE TO MATCH EXISTING. EXISTING.
Ground Ground PROVIDE NEW PRIMER AND PAINT E. PROVIDE PREPARED NEW CAST PRIMER IRON AND PER PAINT MANUFACTURER'S PREPARED CAST RECOMMENDATIONS. IRON PER MANUFACTURER'S RECOMMENDATIONS. Ground Ground EL. 0" 0" RESTORE OR REPLICATE DECORATIVE F. RESTORE ELEMENTS. OR REPLICATE DECORATIVE EL. ELEMENTS.
EAST ELEVATION EAST- GENERAL ELEVATION MASONRY2 WORK MASONRY - GENERAL NOTES NOTES 2 WORK 1/8" = 1'-0" 1/8" = 1'-0" A.
N.I.C.
N.I.C.
N.I.C.
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK. A.
MASONRY WORKMASONRY - CODED NOTES WORK - CODED NOTES
REMOVE EXISTING COPPER COPING M1. REMOVE AND SALVAGE EXISTING FOR COPPER RE-USE. COPING REPLACE ANDIF SALVAGE REQUIRED. FOR RE-USE. REPLACE IF REQUIRED. REMOVE COPING STONES AND M2.SALVAGE REMOVE FOR COPING RE-USE. STONES AND SALVAGE FOR RE-USE.
PATCH EXISTNG BRICK VOIDS M4. IN ELEVATOR PATCH EXISTNG TOWER. BRICK SAW-CUT VOIDS NEW IN ELEVATOR REVEALS INTO TOWER. MASONRY. SAW-CUT NEW REVEALS INTO MASONRY. PATCH AND RE-CARVE SANDSTONE M5. PATCH DETAILS ANDAT RE-CARVE CORNICESANDSTONE AND PEDIMENTS. DETAILS AT CORNICE AND PEDIMENTS.
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
E. F.
Level 2 EL. 14' - 0"
SMALL TYPICA
WINDOW WORK - WINDOW GENERALWORK NOTES - GENERAL NOTES
SCAFFOLD ENTIRE TOWER AND A. BASE. SCAFFOLD ENTIRE TOWER AND BASE.
INSPECT CAST IRON TOWERB. AND BASE INSPECT FORCAST LOOSE IRON PANELS TOWER AND AND DECORATIVE BASE FOR LOOSE ELEMENTS. PANELS RETAIN ANDLOOSE DECORATIVE ITEMS ELEMENTS. RETAIN ITEMSGLASS FOR RE-USE. B. LOOSE SALVAGE B. REPLACE SALVAGE OR GLASS REPLICATE FOR TO RE-USE. MATCH REPLACE EXISITNG. OR REPLICATE TO MATCH EXISITNG. FOR RE-INSTALLATION. FOR RE-INSTALLATION. C. STRIP PAINT AND PRIMER FROM C. WINDOW STRIP PAINT FRAMES. AND RESTORE PRIMER FROM OR REPLICATE WINDOW FRAMES. WOOD FRAME. RESTORE OR REPLICATE WOOD FRAME. SCRAPE AND REMOVE LOOSE C. PAINT SCRAPE AND PRIMER. AND REMOVE STRIP CAST LOOSE IRON PAINT PER AND MANUFACTURER'S PRIMER. STRIP CAST RECOMMENDATIONS. IRON PER MANUFACTURER'S RECOMMENDATIONS. D. REMOVE CONCRETE DECK TO D. EXPOSE REMOVE TOPCONCRETE CHORD. DECK TO EXPOSE TOP CHORD. PATCH CAST IRON WHERE REQUIRED. D. PATCH CAST IRON WHERE REQUIRED.
Architectural Architectural
A2.4 A2.4 07/22/14
07/22/14 14080
14080
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
CLEAN SANDSTONE WHERE D. REQUIRED CLEAN PER SANDSTONE MANUFACTURER'S WHERE REQUIRED RECOMMENDATIONS. PER MANUFACTURER'S RECOMMENDATIONS.
ASONRY WORKMASONRY - CODED NOTES WORK - CODED NOTES
REMOVE EXISTING LIGHTINGA. SYSTEM REMOVE FROMEXISTING DOME, TOWER, LIGHTING CUPOLAS, SYSTEMAND FROM ROOF. DOME, TOWER, CUPOLAS, AND ROOF. PROVIDE PROGRAMMABLE LIGHTING B. PROVIDE CONTROL PROGRAMMABLE SYSTEM. LIGHTING CONTROL SYSTEM.
ELECTRICAL WORK ELECTRICAL - CODED NOTES WORK - CODED NOTES
Level 2 EL. 14' - 0"
109 South Sandusky 109 South Sandusky Upper Sandusky, Ohio Upper Sandusky, Ohio 43351 43351
1
7/21/2014 4:19:54 PM
1/8" 1'-0" 1/8"= PARAPET = 1'-0" WALL WITH REBUILD C. NEW REBUILD COPPER PARAPET FLASHING. WALL RESURFACE WITH NEWSANDSTONE. COPPER FLASHING. RESURFACE SANDSTONE.
Level 2 EL. 14' - 0"
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK. A. B. C.
Level 3 EL. 30' - 9"
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
W1.
ELECTRICAL WORK ELECTRICAL - GENERALWORK NOTES - GENERAL NOTES
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK. HAMMER TEST SANDSTONE A. AND MASONRY HAMMER TEST FOR SOUNDNESS. SANDSTONE AND SECURE MASONRY FAILEDFOR / DETERIORATED SOUNDNESS. SECURE FAILED / DETERIORATED A. STONE. STONE. B.
VATION WEST ELEVATION DISASSEMBLE ANDB.MASONRY DISASSEMBLE WALL. TRACK PARAPET AND AND SALVAGE MASONRY MATERIALS WALL. FOR TRACK RE-USE. AND SALVAGE MATERIALS FOR RE-USE. ON WESTPARAPET ELEVATION
Level Level 2 2 EL. 14'EL. - 0"14' - 0"
Level 2 EL. 14' - 0"
CAST IRON WORKCAST - GENERAL IRON WORK NOTES - GENERAL NOTES
D.
Level 3 EL. 30' - 9"
SCOPE OF WORK SCOPE DRAWINGS OF WORK DRAWINGS
SCOPE OF WORK SCOPE DRAWINGS OF WORK DRAWINGS 109 South Sandusky 109 South Sandusky Upper Sandusky, Ohio Upper Sandusky, Ohio 43351 43351
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
WINDOW WORK - WINDOW CODED NOTES WORK - CODED NOTES
Ground EL. 0"
RESTORE OR REPLICATE DECORATIVE F. RESTORE ELEMENTS. OR REPLICATE DECORATIVE ELEMENTS.
ASONRY WORKMASONRY - GENERALWORK NOTES - GENERAL NOTES
Level 3 EL. 30' - 9"
7/21/2014 4:27:45 PM
REMOVE CONCRETE DECK TO D. EXPOSE REMOVE TOPCONCRETE CHORD. DECK TO EXPOSE TOP CHORD.
Level Level 3 3 EL. 30'EL. - 9"30' - 9"
Wyandot County Wyandot County Courthouse Courthouse Roof & TowerRoof & Tower Renovations Renovations
7/21/2014 4:19:54 PM
D.
Level 4 EL. 44' - 9"
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
SCRAPE AND REMOVE LOOSE C. PAINT SCRAPE AND PRIMER. AND REMOVE STRIP CAST LOOSE IRON PAINT PER AND MANUFACTURER'S PRIMER. STRIP CAST RECOMMENDATIONS. IRON PER MANUFACTURER'S RECOMMENDATIONS. C. STRIP PAINT AND PRIMER FROM C. WINDOW STRIP PAINT FRAMES. AND RESTORE PRIMER FROM OR REPLICATE WINDOW FRAMES. WOOD FRAME. RESTORE OR REPLICATE WOOD FRAME. PATCH CAST IRON WHERE REQUIRED. D. PATCH CAST IRON WHERE REQUIRED.
PROVIDE NEW PRIMER AND PAINT E. PROVIDE PREPARED NEW CAST PRIMER IRON AND PER PAINT MANUFACTURER'S PREPARED CAST RECOMMENDATIONS. IRON PER MANUFACTURER'S RECOMMENDATIONS.
Level 4 EL. 44' - 9"
7/21/2014 4:27:45 PM
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK.
A. REMOVE AND SALVAGE EXISTING A. SASHES REMOVEAND ANDLOUVERS. SALVAGE RESTORE EXISTING SASHES OR REPLICATE AND LOUVERS. TO MATCH RESTORE OR REPLICATE TO MATCH EXISTING. EXISTING. INSPECT CAST IRON TOWERB. AND BASE INSPECT FORCAST LOOSE IRON PANELS TOWER AND AND DECORATIVE BASE FOR LOOSE ELEMENTS. PANELS RETAIN ANDLOOSE DECORATIVE ITEMS ELEMENTS. RETAIN LOOSE ITEMS FOR RE-INSTALLATION. FOR RE-INSTALLATION. B. SALVAGE GLASS FOR RE-USE. B. REPLACE SALVAGE OR GLASS REPLICATE FOR TO RE-USE. MATCH REPLACE EXISITNG. OR REPLICATE TO MATCH EXISITNG.
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
WINDOW WORK - WINDOW GENERALWORK NOTES - GENERAL NOTES
SEE G0.2 FOR COMPLETE SCOPE OF SEE WORK. G0.2 FOR COMPLETE SCOPE OF WORK. SCAFFOLD ENTIRE TOWER AND A. BASE. SCAFFOLD ENTIRE TOWER AND BASE.
Level 4 EL. 44' - 9"
Wyandot County Wyandot County Courthouse Courthouse Roof & TowerRoof & Tower Renovations Renovations
Level 3 EL. 30' - 9"
7/21/2014 4:21:27 PM
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
Level 2 EL. 14' - 0"
AST IRON WORKCAST - GENERAL IRON WORK NOTES - GENERAL NOTES
7/21/2014 4:21:27 PM
Level 3 EL. 30' - 9"
Level Level 4 4 EL. 44'EL. - 9"44' - 9"
Level 4 EL. 44' - 9"
STONE PARAPET w/ COPPER COPING
STONE PARAPET w/ COPPER COPING
17' - 0"
11
Level 4 EL. 44' - 9"
ROOF ROOF NT Roof Plan. PLANNTSRoof Plan 1 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"
1/8" = 1'-0"
NOTE: SEE SHEET A1.0 FOR ROOFING/ATTIC SCOPE OF WORK.
Details
17' - 0"
41' - 10"
27' - 0"
architects engineers planners interior designers
3" METAL DECK
17' - 0"
18"-20" 4" TUBE SECTIONS
1' - 1"
2' - 11"
3' - 0"
RIDGE BEAM
The detail work is based off field investigations
3 1/2"
17' - 0"
6' - 10"
300 Marconi Boulevard T 614-628-0300 F 614-628-0311 Columbus OH 43215 schooleycaldwell.com
Consultants:
Structural Enginnering
1' - 0" +/-
Kabil Associates 5900 Sharon Woods Blvd Columbus, OH 43229
to figure out the best solution for repairing the Testing Services
CTL Engineering, Inc. 2860 Fisher Road Columbus, OH 43204
roof structure, cupulas, and tower structure.
EXISTING STEEL TRUSS TOP CHORD
EXISTING STEEL STRAP RIB REINFORCING
Drawing Issue Dates
1' - 1" 6' - 3"
2' - 8"
EXHIBIT C
REMOVE WOOD STRUCTURE IN SKYLIGHT PROTECT LAY LIGHT 10' - 9"
7' - 11"
13' - 9"
Drawing Issue Dates
NEW METAL DECK OVER EXIST. CONCRETE RIB DECK
8' - 4"
9' - 6"
13' - 9"
2860 Fisher Road Columbus, OH 43204
23' - 10 1/2"
5900 Sharon Woods Blvd Columbus, OH 43229
Testing Services
CTL Engineering, Inc.
11' - 6"
Structural Enginnering
Kabil Associates
22' - 11"
Consultants:
11' - 6 1/8"
17' - 0"
3' - 0"
300 Marconi Boulevard T 614-628-0300 F 614-628-0311 Columbus OH 43215 schooleycaldwell.com
Level 9 EL. 118' - 0"
REMOVE BROKEN CONCRETE RIBS
27' - 0"
architects engineers planners interior designers
9' - 7"
ELEVATOR
3
SECTION THRU CONC. RIBS
EXHIBIT C
A 9.1
6' - 6"
BELL LEVEL EL. 101' - 9"
8' - 10 1/2"
40' - 10"
36' - 0"
RIDGE BEAM
SECTION THRU CONC. RIB RIDGE BEAM
TOWER STRUCTURE 10' - 0"
6' - 10"
12' - 2"
REPLACE WOOD STRUCTURE & INSULATION
3A --9.1
---
REMOVE WOOD STRUCTURE IN SKYLIGHT PROTECT LAY LIGHT
6' - 10"
10' - 0"
30' - 2 1/2"
36' - 0"
1' - 5"4' - 9 1/2" 1' - 1"
CLOCK TOWER MEZZANINE EL. 90' - 0"
14' - 0"
12' - 9"
1' - 1"4' - 9 1/2"1' - 5"
NEW 3" METAL DECK
20' - 9 1/2" 6' - 6"
29' - 1 1/8"
U
P
STEEL BEAM
LADDER TO TOWER
4' - 0"
1' - 5"
UP 9' - 6"
9' - 6"
10' - 0"
10' - 1"
10' - 1"
9' - 6"
9' - 6"
12' - 5"
9' - 6"
22' - 11"
17' - 0"
11' - 0"
17' - 0"
SMALL CUPULA TYPICAL OF (4)
EXISTING STEEL L's
NEW 4"x4"x 3/8" STEEL TUBE SECTION 18"-20" LONG WELD TO EXISTING STEEL L's
CONCRETE RIBS (TYP.)
11' - 0"
SCOPE OF WORK DRAWINGS 109 South Sandusky Upper Sandusky, Ohio 43351
Level 3 EL. 30' - 9"
10' - 0"
UPPER ROOF
Wyandot County Courthouse Roof & Tower Renovations
Level 4 EL. 44' - 9"
13' - 9"
9' - 6"
13' - 9"
11' - 11"
2
TYPICAL SECTION @ STEEL TRUSS/TOP CHORD SECTION 1 = 1'-0" 11/2" 1/2" = 1'-0"
WOOD SHEATHING ON METAL FRAMING STEEL TRUSSES 26' - 6"
3' - 0"
3' - 0"
Wyandot County Courthouse Roof & Tower Renovations
26' - 6"
17' - 0"
Level 2 EL. 14' - 0"
17' - 0"
36' - 10"
East Exterior Elevations
14080
Consultants: Structural Enginnering
Kabil Associates 5900 Sharon Woods Blvd Columbus, OH 43229
Testing Services
CTL Engineering, Inc. 2860 Fisher Road Columbus, OH 43204
Drawing Issue Dates
EXHIBIT C
109 South Sandusky Upper Sandusky, Ohio 43351
SEE G0.2 FOR COMPLETE SCOPE OF WORK. A.
1/8" = = 1'-0" 1/8" 1'-0"
PROTECT ALL ROOF AREAS TO KEEP ROOFS WATER- AND WEATHER-TIGHT. PROVIDE SLOPE VERIFICATION AFTER ROOFING AND DECKING ARE REMOVED.
E. F.
M2 M1
M1
M3
M3 TYP.
TYP. STONE CAPS
COPPER COPING
PROVIDE NEW POLYISOCYANURATE INSULATION OVER BOTH FLAT AND SLOPED ROOFS. PROVIDE NEW TAPERED POLYISOCYANURATE INSULATION OVER FLAT ROOF AREAS. PROVIDE (1) LAYER OF COVER BOARD OVER ENTIRE ROOF.
I.
PROVIDE TEMPORARY ROOFING MEMBRANE PROTECTION. REMOVE AFTER DOME/TOWER WORK IS COMPLETE.
J.
INSTALL NEW ROOFING. SEE SCOPE OF WORK FOR BASE BID MATERIAL AND ALTERNATES.
ROOF WORK - CODED NOTES
COVERED SKYLIGHT
architects engineers planners interior designers
300 Marconi Boulevard T 614-628-0300 F 614-628-0311 Columbus OH 43215 schooleycaldwell.com
PROVIDE NEW SINGLE-PLY ROOFING MEMBRANE ALT-R1: PROVIDE MODIFIED BITUMEN ROOFING SYSTEM ON FLAT ROOFS. ALT-R2: PROVIDE PAINTED ALUMINUM ROOFING SYSTEM ON FLAT ROOFS. ALT-R3: PROVIDE COPPER ROOFING SYSTEM ON SLOPED ROOFS.
ALT: R-3
BUILT-IN GUTTERS WITH MODIFIED ROOFING
EXISTING PARAPETS (TYP. 4 SIDES)
R1
R2.
PROVIDE NEW CLAMP-TYPE ROOF DRAINS, TYP. OF 4.
R3.
RESTORE COPPER DOME ROOF.*
R4.
RESTORE DOME/TOWER ROOFS.* - PROVIDE NEW ROOF DRAINS AND SUMPS TO NOTE R2 LOCATIONS. - REPLACE GUTTERS, PROVIDING 1" SLOPE TOWARD DRAIN.
R5.
RESTORE CUPOLA ROOFS*, TYP. OF 4.: - REMOVE AND RETAIN TIN GUTTERS FOR RE-USE. REPLACE WHERE NECESSARY. - PROVIDE NEW FLASHING TO MATCH EXISTING. - STRIP EXISTING PAINT AND RE-PAINT.
ALTS: R-1/R-2
ALTS: R-1/R-2
M3
Attic Floor Plan/ Reflected Ceiling Plan
Consultants:
Architectural
Structural Enginnering
Kabil Associates 5900 Sharon Woods Blvd Columbus, OH 43229
A9.1
*FOR ALL EXISTING METAL ROOFS, INSPECT ALL SEAMS AND ORNAMENTATION. RE-ANCHOR ORNAMENTATION; SOLDER AND SEAL OPENINGS.
R1 M1
REMOVE CONCRETE DECK TO EXPOSE TOP CHORD. PROVIDE NYLON NETTING MESH BELOW DECK IN ATTIC.
G. H.
R1.
R1
REMOVE ALL EXISTING MEMBRANE ROOFING AND DECK.
B. C. D. GUTTER RENOVATION & REPLACEMENT PER ADDENDUM 2
1
SLOPE
07/22/14
ROOF WORK - GENERAL NOTES
ATTIC PLAN/ REFLECTED CEILING PLAN ATTIC PLAN/ REFLECTED CEILING PLAN
1
SLOPE
architects engineers planners interior designers
300 Marconi Boulevard T 614-628-0300 F 614-628-0311 Columbus OH 43215 schooleycaldwell.com
SCOPE OF WORK DRAWINGS
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
A2.2
7/21/2014 4:27:45 PM
Architectural Ground EL. 0"
Testing Services
CTL Engineering, Inc.
FOUR EXISTING CORNER DOMES
TYP.
M1
2860 Fisher Road Columbus, OH 43204
MASONRY WORK - GENERAL NOTES
M3
SEE G0.2 FOR COMPLETE SCOPE OF WORK. TYP.
R1 ALTS: R-1/R-2
A.
HAMMER TEST SANDSTONE AND MASONRY FOR SOUNDNESS. SECURE FAILED / DETERIORATED STONE.
B.
DISASSEMBLE PARAPET AND MASONRY WALL. TRACK AND SALVAGE MATERIALS FOR RE-USE.
C.
REBUILD PARAPET WALL WITH NEW COPPER FLASHING. RESURFACE SANDSTONE.
D.
CLEAN SANDSTONE WHERE REQUIRED PER MANUFACTURER'S RECOMMENDATIONS.
07/22/14
MASONRY WORK - CODED NOTES M1. M2. SLOPE
M3.
COVERED SKYLIGHT
14080
Drawing Issue Dates
R4
EXHIBIT C
REMOVE EXISTING COPPER COPING AND SALVAGE FOR RE-USE. REPLACE IF REQUIRED. REMOVE COPING STONES AND SALVAGE FOR RE-USE. PROVIDE NEW WOOD PLATES AND BLOCKING. RE-INSTALL COPPER COPING.
M4.
PATCH EXISTNG BRICK VOIDS IN ELEVATOR TOWER. SAW-CUT NEW REVEALS INTO MASONRY.
M5.
PATCH AND RE-CARVE SANDSTONE DETAILS AT CORNICE AND PEDIMENTS.
SLOPE
MAIN EXISTING DOME
R1
M2
R1 ALT: R-3
M2 ALT: R-3
R3 SLOPE
SLOPE
R4 M1
M3
Wyandot County Courthouse Roof & Tower Renovations
FLASH FROM ROOF J TO ROOF D. TYPICAL
TYP.
M1
M3
VENTS AND STACKS, TYP.
TYP.
METAL TOWER WALL, TYP. OF 4 CORNERS
SCOPE OF WORK DRAWINGS
R5 R1
R1 SLOPE
ALTS: R-1/R-2
TYP. OF 4
NOTE:
ALTS: R-1/R-2
SLOPE
109 South Sandusky Upper Sandusky, Ohio 43351
R2 METAL WALL OF ROOF LEVEL C
TYP. OF 4
SEE SHEET A1.0 FOR ROOFING/ATTIC SCOPE OF WORK.
ROOF DRAINS, TYP. OF 4 GABLE ROOF. TYPICAL OF 4 SIDES. FLAG POLE BASE
17' - 0"
South Exterior Elevations
27' - 0"
Architectural
M3
M1 TYP.
Wyandot County
2' - 11"
3 1/2"
17' - 0" 23' - 10 1/2"
13' - 9"
EXISTING STEEL TRUSS TOP CHORD
6' - 3"
3
Roof Plan
Drawing Issue Dates
EXHIBIT C
A1.0
6' - 6"
A 9.1
-
29' - 1 1/8"
6' - 10"
3-
07/22/14
14080
A --9.1
---
REMOVE WOOD STRUCTURE IN SKYLIGHT PROTECT LAY LIGHT 300 Marconi Boulevard RIDGE BEAMT 614-628-0300 F 614-628-0311 Columbus OH 43215 schooleycaldwell.com 14' - 0" 12' - 9" 1' - 1"4' - 9 1/2"1' - 5"
6' - 10"
10' - 0"
EXISTING STEEL STRAP RIB REINFORCING
Architectural
SECTION THRU CONC. RIBS
architects engineers planners interior designers
18"-20" 4" TUBE SECTIONS TOWER STRUCTURE
3 1/2"
SECTION THRU CONC. RIB
NEW 3" METAL DECK
20' - 9 1/2"
U
P
6' - 6"
Consultants: Structural Enginnering
Kabil Associates
1' - 0" +/-
17' - 0"
5900 Sharon Woods Blvd Columbus, OH 43229
STEEL BEAM
Testing Services
CTL Engineering, Inc.
LADDER TO TOWER
4' - 0"
2860 Fisher Road Columbus, OH 43204
UP 9' - 6"
9' - 6"
9' - 6"
10' - 0"
EXISTING STEEL TRUSS TOP CHORD
10' - 1"
10' - 1"
10' - 0"
9' - 6"
9' - 6"
Drawing Issue Dates
UPPER ROOF
SECTION THRU CONC. RIBS
A 9.1
h Sandusky andusky, Ohio
SMALL CUPULA TYPICAL OF (4)
11' - 0"
OF WORK DRAWINGS
NEW 4"x4"x 3/8" STEEL TUBE SECTION 18"-20" LONG WELD TO EXISTING STEEL L's
EXHIBIT C CONCRETE RIBS (TYP.)
-
11' - 0"
3
22' - 11"
dot County house & Tower vations
12' - 5"
9' - 6"
EXISTING STEEL STRAP RIB REINFORCING
13' - 9"
11' - 11"
3-
17' - 0"
13' - 9"
5900 Sharon Woods Blvd Columbus, OH 43229
Testing Services
36' - 0"
36' - 0" 13' - 9"
Kabil Associates
2860 Fisher Road Columbus, OH 43204
12' - 2"
1' - 5"
Consultants:
ADDENDUM 2
CTL Engineering, Inc
40' - 10"
3" METAL DECK
A --9.1
---
2
EXISTING STEEL L's
TYPICAL SECTION @ STEEL TRUSS/TOP CHORD SECTION 1 = 1'-0" 11/2" 1/2" = 1'-0"
SECTION THRU CONC. RIB
12' - 9"
WOOD SHEATHING ON METAL FRAMING
36' - 0"
RIDGE BEAM
14' - 0"
STEEL TRUSSES
1' - 1"4' - 9 1/2"1' - 5"
26' - 6"
3' - 0"
3' - 0"
17' - 0"
Wyandot Coun Courthouse Roof & Tower Renovations
26' - 6"
NEW 3" METAL DECK 17' - 0"
36' - 10"
REMOVE ALL EXISTING MEMBRANE ROOFING AND DECK.
B.
PROTECT ALL ROOF AREAS TO KEEP ROOFS WATER- AND WEATHER-TIGHT.
C.
1
GUTTER RENOVATION & REPLACEMENT PER ADDENDUM 2
E.
M2 M1
M3
NEW 4"x4"x 3/8" TYP. STEEL TUBE SECTION 18"-20" LONG WELD TO EXISTING STEEL L's
TYP.
EXISTING PARAPETS (TYP. 4 SIDES)
ALTS: R-1/R-2
PROVIDE NEW POLYISOCYANURATE INSULATION OVER BOTH FLAT AND SLOPED ROOFS.
H.
PROVIDE (1) LAYER OF COVER BOARD OVER ENTIRE ROOF.
I.
PROVIDE TEMPORARY ROOFING MEMBRANE PROTECTION. REMOVE AFTER DOME/TOWER WORK IS COMPLETE.
Creative Work
INSTALL NEW ROOFING. SEE SCOPE OF WORK FOR BASE BID MATERIAL AND ALTERNATES.
ROOF WORK - CODED NOTES R1.
PROVIDE NEW SINGLE-PLY ROOFING MEMBRANE ALT-R1: PROVIDE MODIFIED BITUMEN ROOFING SYSTEM ON FLAT ROOFS. ALT-R2: PROVIDE PAINTED ALUMINUM ROOFING SYSTEM ON FLAT ROOFS. ALT-R3: PROVIDE COPPER ROOFING SYSTEM ON SLOPED ROOFS.
R2.
PROVIDE NEW CLAMP-TYPE ROOF DRAINS, TYP. OF 4.
69
architects engineers planners inte
300 Marconi Boulevard T F Columbus OH 43215 schooleycaldwell.com
ALT: R-3
1 = 1'-0" 11/2" 1/2" = 1'-0"
R1
PROVIDE NYLON NETTING MESH BELOW DECK IN ATTIC.
PROVIDE NEW TAPERED POLYISOCYANURATE INSULATION OVER FLAT ROOF AREAS.
COVERED SKYLIGHT
TYPICAL SECTION @ STEEL TRUSS/TOP CHORD SECTION
PROVIDE SLOPE VERIFICATION AFTER ROOFING AND DECKING ARE REMOVED. REMOVE CONCRETE DECK TO EXPOSE TOP CHORD.
F. G.
J. COPPER COPING
R1
WOOD SHEATHING ON METAL FRAMING
M3
STONE CAPS
BUILT-IN GUTTERS WITH MODIFIED ROOFING
2
M1
EXISTING STEEL L's
SLOPE
11' - 0"
A.
D.
12' - 5"
SLOPE
14080
1/8" = = 1'-0" 1/8" 1'-0"
13' - 9"
9' - 6"
2/14
614-628-0300 614-628-0311
109 South Sandusky Upper Sandusky, Oh 43351
SEE G0.2 FOR COMPLETE SCOPE OF WORK.
ATTIC PLAN/ REFLECTED CEILING PLAN ATTIC PLAN/ REFLECTED CEILING PLAN
17' - 0"
erior designers
SCOPE OF WORK D ROOF WORK - GENERAL NOTES 1
M
TEEL BEAM hitectural
dot County Courthouse_Roof Renovation._FInal_kjones.rvt
Exterior tions
A2.2
300 Marconi Boulevard Columbus OH 43215 schooleycaldwell.com
Structural Enginnering 1
8' - 10 1/2" 10' - 0"
30' - 2 1/2"
65
SCOPE OF WORK DRAWINGS 109 South Sandusky Upper Sandusky, Ohio 43351
1' - 0" +/-
3' - 0"
SEE SHEET A1.0 FOR ROOFING/ATTIC SCOPE OF WORK.
RIDGE BEAM
17' - 0"
Roof & Tower Renovations
1' - 1" ELEVATOR
17' - 0"
2' - 11"
11' - 6"
NEW METAL DECK OVER EXIST. CONCRETE RIB DECK
REPLACE WOOD STRUCTURE & INSULATION
REMOVE WOOD STRUCTURE IN SKYLIGHT PROTECT LAY LIGHT
architects engineers planners
3" METAL DECK 17' - 0"
7' - 11"
NOTE:
1' - 5"4' - 9 1/2" 1' - 1" REMOVE BROKEN CONCRETE RIBS
RIDGE BEAM
3' - 0" 9' - 6"
REMOVE WOOD STRUCTURE IN SKYLIGHT PROTECT LAY LIGHT 10' - 9"
9' - 7"
13' - 9"
Issue Dates
HIBIT C
27' - 0"
NTS
22' - 11"
d 3204
1/8" 1/8"= 1'-0" = 1'-0"
1' - 1"
gineering, Inc.
11' - 6 1/8"
vices
ROOF Roof Plan. PLANNTS
1
8' - 4"
ods Blvd 3229
2' - 8"
sociates
C:\RevitLocal\Wyandot County Courthouse_Roof Renovation._FInal_kjones.rvt
17' - 0"
14080
Enginnering
TYP.
18"-20" 4" TUBE SECTIONSCourthouse
7/21/2014 4:19:54 PM
07/22/14
ants:
REMOVE BROKEN CONCRETE RIBS
M3
41' - 10"
A2.4
ni Boulevard T 614-628-0300 F 614-628-0311 OH 43215 aldwell.com
6' - 10"
ngineers planners interior designers
M1
R3.
RESTORE COPPER DOME ROOF.*
R4.
RESTORE DOME/TOWER ROOFS.* - PROVIDE NEW ROOF DRAINS AND SUMPS TO NOTE R2 LOCATIONS. - REPLACE GUTTERS, PROVIDING 1" SLOPE TOWARD DRAIN.
R5.
RESTORE CUPOLA ROOFS*, TYP. OF 4.: - REMOVE AND RETAIN TIN GUTTERS FOR RE-USE. REPLACE WHERE NECESSARY. - PROVIDE NEW FLASHING TO MATCH EXISTING. - STRIP EXISTING PAINT AND RE-PAINT.
Attic Floor Pla Reflected Ceil
Consultants:
Architect Kabil Associates Structural Enginnering 5900 Sharon Woods Blvd Columbus, OH 43229
70
Kevin Jones, Jr.
Instructor: Jackie Gargus Term: Maymester 2013 Timeline: 6 Weeks
PHOTOGRAPHY EXPLORATIONS
Typology: Study Abroad Locations: Germany, Italy, France, Switzerland, Czech Republic, Austria
Immersing myself in different cultures by taking advantage of study abroad and independent research opportunities is something that has been vital to my consciousness. I engaged myself in the process of traveling and learning while on the European Study Abroad Trip, traversing through Eastern Europe. Europe has a long prolific history in architecture that is second to none, because of its continuous depth and impact on the field. History is important in understanding the architectural techniques that have succeeded and those that have failed. Architecture is also directly tied to cultural movements, therefore immersing ones self in various cultures helps with designing with a conscious.
Creative Work
71
72
Kevin Jones, Jr.