Chad D. Reineke Portfolio

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Printed on 7-22-2012

Chad D. Reineke B. of Architecture Southern Polytechnic State University B.Sc. in Architecture & Associates of Art Bowling Green State University


Architecture is not an inspirational business, it’s a rational procedure to do sensible and hopefully beautiful things; that’s all. Harry Seilder(Architect)


Table of Contents Chad D. Reineke 2012 Portfolio

Educational Work Southern Polytechnic State University

Professional Work Northwest, Ohio & Atlanta, Ga

B. Architecture

Atlanta Culinary Arts Center (Atlanta, Ga) 4th Year Senior Studio

SPSU D Building Renovation (Marietta, Ga) 4th Year Senior Studio

Apartment R50 (Dhaka, Bangladesh) 4th Year Senior Studio

Cubism Study for Urban Design Process 4th Year Senior Studio

Bellwood Country Club & Botanical Center (Atlanta, Ga) 4th Year Senior Studio

Lighting & Electrical Application Project (Atlanta, Ga) 4th Year Environmental Studio

Educational Work Bowling Green State University B. Sc. in Technology; Major: Architecture/ Environmental Design

Efficient Travel (Bowling Green, Ohio) 4th Year Senior Studio

Technology Crossing (Bowling Green, Ohio) 2nd Year Design Studio

The Solar line (Toledo, Ohio) 4th Year Urban Studio

Watcher’s Retreat (Unspecified) 1st Year Graphics Studio

Mechanical Systems (Unspecified) 4th Year Systems Studio

The Secor Studios

2004 - 2009 425 N. Jefferson Ave. Toledo, Ohio

Diva Restaurant 2006 - 2007 N. Huron. Toledo, Ohio

SSOE Inc.

2006 - 2009 1001 madison Ave. Toledo, Ohio

Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA


Atlanta Culinary Arts Center; AC2(Atlanta, Georgia)

4nd Year Design Studio, SPSU ACSA 2011-2012 Steel Competition Entry, SPSU Comprehensive Design Competition 1st Place

Presective View from Southwest Not to Scale

-Location (Site) Atlanta’s culinary scene reflects both its southern heritage and a much broader world influence. The metropolitan area has many high-end restaurants recognized at national status. It has many diverse ethnic and southern restaurants as well. At the turn of the century, Atlanta came to forefront as a foodie’s city, with many new and exciting restaurants opening in the gentrifying neighborhoods of the city. The site for the Atlanta Culinary Arts Center (AC2) is on the corner of 5th and Spring St. in the heart of Atlanta’s downtown district. The site is also adjacent to the developed Georgia Technical University’s midtown campus. The utilities and amenities of the college campus setting that Georgia Tech’s midtown campus supplies put the site at the top of the list out of many possible sites mainly due to transportation access and the adjacencies of an urban location


The orientation of the site which is 175’-0” longitude and 230’-0” latitude gives the site a longer axis in the north/ south direction and is also buried within a gridded urban fabric of taller buildings. The three adjacent roads are Spring St., which travels south bound only, and 5th St. which has single lane traffic in both directions and a heavy pedestrian presence due to the fact that it is an axis of Georgia Tech’s main campus, just to west across I-75/85 highway and is accessed by a planted bridge structure. The remaining immediate two lane street is 6th and ends in Spring St. at a T. The location is also supported by the four lanes of West Peachtree to the east.

Site Analysis

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Site Plan Not to Scale


-Typology (Design) The design of AC2 is composed of rectilinear elements hanging within the exposed steel structural frame. These elements, which started out as one long box with an intersecting fragment, were then punctured by a void stretching a connection between the two green spaces adjacent to the site. A vertical plane was then added onto the hanging end of the fragment to frame in the courtyard to the south, which is the major pedestrian route. Focusing back on the long box the point of intersection between it and the fragment was highlighted by the addition of a third perpendicular mass which remained solid while the fragment became a framed void. Continuing with the concept of penetrating voids, a canyon, which became structural elements, was then cut diagonally through the long box and the solid mass separating the two north and south blocks, then into a quad, presenting a centralized means of egress. After all these gestures combined, the lower two floors were pushed in along the North, South and West sides as a means of solar shading and to emphasize the hanging concept presented earlier in the design scheme. The long box was then transparent for clarity and views but still wrapped with a sleeve of horizontal louvers so that its mass would read. This sleeve was then carved away along the roof in the places where it was not needed and a portion wrapped down along the lower two floors to give continuity to that faรงade. The concept of the slicing continues through to interaction of the site where the paving demonstrates the aisle. The placement of the paving focuses on the corners of the site that are being divided by the vertical mass supporting the fragment. The tree line on the west perimeter, along with the water elements on the north and south of the site clearly marks the boundaries of the courtyard.

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Study Site Model w/ Insert 10 Not to Scale


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First Floor Plan Not to Scale

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Second Floor Plan Not to Scale


A- STAFF ROOM B- DIRETOR’S SUITE C- ADMISSIONS OFFICE D- LOBBY E- BAKE SHOP F- PASTRY KITCHEN

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Southeast Corner View Not to Scale

H- STUDENT LOUNGE J- FOOD STORAGE K- LECTURE HALL L-MECHANICAL ROOM (LOWER FLOOR) M- LIBRARY N- CAREER SERVICES

P- TEACHING KITCHEN Q- RECEIVING/ TRASH R- MECHANICAL CLOSET S- LIBRARY PATIO


Interior Resturant Balcany Not to Scale

A- CLASSROOM B- TEACHING KITCHEN C- RESTAURANT D- RESTAURANT KITCHEN

E- RESTAURANT BAR F- FOOD STORAGE G- CLASSROOM H- DEMONSTRATION KITCHEN

J- TEACHING KITCHEN K- WINE ROOM L- TEACHING KITCHEN M- TEACHING KITCHEN

N- FACULTY AREA P- FOOD STORAGE Q- TEACHING KITCHEN R- ROOF GARDEN


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Third Floor Plan Not to Scale

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Fourth Floor Plan Not to Scale


North Elevation

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West Elevation Not to Scale


Main Enterence Not to Scale


Southwest view Not to Scale


Section C

Section D

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Section A Not to Scale


-Ecology (Sustainability) The sustainable systems within the building are not clearly evident to the occupant; rather they blend and hide within the structure. Sustainability is just good design, therefore, it doesn’t need to call attention to itself to be seen. Urban zones have tremendous issues with heat island effect. Atlanta is no different than any other major urban zone. AC2 has addressed this by using a green roof system of planted grass and permeable paving on the ground. Where these two systems are not acceptable the materials used have an SRI (Solar reflectance index) of 78 in an attempt to minimize solar heat gain across the site. Following the same concept into the building, the façade along the West and portions of the East are covered in a louvered system. This is heavy evident along the west side due to the significance of solar heat gain in the afternoon for the majority of the year. This approach allows for the solar radiation to be dispersed before it enters the building and allows for large window openings and operations. The extensive curtain wall system throughout the building is operable. When combined with the center hallway, with its operable glazing allows for the building to be opened up so that it might “breath” with the air flow currents that pass through the site along the structures dominate aisles. This reduces the heating and cooling loads on the building mechanical systems.

Green Roof Detail Not to Scale

Environmental Systems Diagram Not to Scale

Building Components Diagram Not to Scale


The green roof system also allows for a reduction of water run-off is not captured within the gray water system, and supplies some of the water for water closets throughout the building. The remaining units that do not require water would be waterless, and those that do would be mechanically monitored usage systems. Additional monitored systems would include artificial lighting and public space thermal control though electronic sensors. With the growing trend of on-site power generation, the HVAC system would be equipped with a micro turbine system that generates power from the air flow within a heating and cooling system, allowing AC2 to sell this power back to the utility company when not using it themselves.

Northwest Corner View Not to Scale


Building/ Site Isometric Not to Scale


Building Skin Attachment Diagram Not to Scale


Materiality The thought behind the materials going into AC2 was to accent steel, not just structurally but all the uses of it. The building is supported by a steel W columns and long span beams which rest in the middle on structural tilt-up concrete wall, all of this is exposed so that the structural mechanics of the ridged frame with its cross bracing is clearly evident, displaying the strength of steel. The next component of AC2 is its steel façade which is square white metal panels and is visible in various places across the building. The panels, with their shine and clean rounded edges, display steel’s ability to be beautiful, clean and flawless. The thin metal frame of the curtain walls and screen supports show the versatility and flexibility of the material in usage. The corrugated siding is painted to show each panel as a panel so that each one can be singled out, reminding us that steel can be mass produced and remain attractive despite being so. The use of Steel with various other materials, poured concrete, glass and wood in materially correct forms strikes to heart of what architecture is; expressing the components of structure and design in the ways that compliment the materials used to create them. AC2 takes these materials and applies them in complementary forms using them to express what they are: beautiful in any form. Wall Section F & Details

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Building Skin Rendering Not to Scale


SPSU D Building Renovation(Marietta, Georgia) 4nd Year Design Studio, SPSU SPSU Design Challenge Competition 1st Place





Apartment R50 (Dhaka, Bangladesh) 4nd Year Design Studio, SPSU





Cubism Study for Urban Design Process 4nd Year Design Studio, SPSU

EXERCISING ANALYSIS OF CUBISM ANALYSIS(ES)

ORIGINAL ARTWORK

2D ANALYSIS ORIGINAL ARTWORK

RESULTS OF 1ST ANALYSIS

PROJECT SUMMARY-

COMPARITIVELY CUBISM ARTWORK AND THE STUDY OF URBAN DESIGN HAVE VERY CLOSE SIMILARITIES; MANY COMPLEX IDEAS AND ACTIONS INHABITING THE SAME SPACE, AS WELL, AS TO UNDERSTAND BOTH YOU HAVE TO "UN-PACK" THE SPACE.

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FOR THIS ANALYSIS, WHICH ENDED UP BEING AN ANALYSIS WITHIN ANOTHER, AND YET ANOTHER, ONLY TO YEILD ANOTHER (ANALYSIS X 4). FOR THIS THE PAINTING BY GRIS WAS USED. IT WAS FIRST DIVIDED INTO -PROMINATE LINES -SHAPES -DEPTH OF FEILD -SHADOW.


EXERCISING ANALYSIS OF CUBISM ANALYSIS(ES) SECOND AND THIRD ANALYSIS

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SECOND MODEL ANALYSIS

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EXERCISING ANALYSIS OF CUBISM ANALYSIS(ES)

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Bellwood Country Club and Botanical Center(Atlanta, Georgia) 4nd Year Design Studio, SPSU SPSU Urban Design Competition Finalist










Lighting & Electrical Application Project(Atlanta, Georgia) 4nd Year Environmental Studio, SPSU















Architecture is a science arising out of many other sciences, and adorned with much and varied learning; by the help of which a judgment is formed of those works which are the result of other arts. Marcus V. Pollio (Architect)


Table of Contents Chad D. Reineke 2012 Portfolio

Professional Work Northwest, Ohio & Atlanta, Ga

The Secor Studios

2004 - 2009 425 N. Jefferson Ave. Toledo, Ohio

Diva Restaurant 2006 - 2007 N. Huron. Toledo, Ohio

SSOE Inc.

2006 - 2009 1001 madison Ave. Toledo, Ohio

Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA

Educational Work

Bowling Green State University

B. Sc. in Technology; Major: Architecture/ Environmental Design

Efficient Travel (Bowling Green, Ohio) 4th Year Senior Studio

Technology Crossing (Bowling Green, Ohio) 2nd Year Design Studio

The Solar line (Toledo, Ohio) 4th Year Urban Studio

Watcher’s Retreat (Unspecified) 1st Year Graphics Studio

Mechanical Systems (Unspecified) 4th Year Systems Studio


Efficient Travel (Bowling Green, Ohio) 4nd Year Senior Studio Computer Generated

Project SummaryDesign a commuter train station for Amtrak in the Bowling Green, Ohio city limits using existing rail lines. The station is to include the normal amenities of a small train station, plus the addition of a Station Master’s office, and lay-over lounge for employees. This station will function as the Wood County base of operations for AmTrak so a conference room is also needed for the Station Master. AmTrak has also requested that their color palette of blue and red be used in the design of the station.

Project StatementA train is an energy efficient method of transportation; moving many people with less energy than would be used by other methods. With this in mind the station that the train stops at should also demonstrate the same energy conciseness. With bright but simple technology and passive systems, a station that is efficient and environmentally friendly is the best option to meet this idea.

Green Roof System

Metal Wall Panel System

Isometric Rendering


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First Floor Plan

Second Floor Plan

Roof Plan

Not to Scale

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First Floor Legend-

Second Floor Legend-

Roof Plan Legend-

5.Elevator 14.Conference Room 7.Stairwell 1 15.Maint. Area 8.Stairwell 2 16. Mech. Room 11. Employee Lay-over 17. Open to Below 12. Station Master Office 13.Second Floor Elevator Closet

18. Green Roof 19. Open to Below

1.Entry 2.Lobby 3.Ticket Office 4.Baggage 5.Elevator 6.Elevator Closet 7.Stairwell 1 8.Stairwell 2

9.Women’s Resroom 10.Men’s Restroom


North Elevation Not to Scale

West Elevation Not to Scale

Site Plan Not to Scale

Site Selection-

South Elevation

The site selected within the block of Pike St. and E. Court St. west of Thurstin Ave. was selected due to its proximity to other various utilities within the area, such as a Bus station and Bowling Green’s downtown to the west, BGSU’s Main Campus to east as well as I-75.

Not to Scale

Rendering Front Entry

East Elevation Not to Scale


Raised FloorThe main use of a raised floor system is to locate all the utilities of a structure under the floor. In this case allowing utilities to be ran in a centralized location to service both the upper and lower floors. This system also allows for greater climate and utility control for the users of the building.

Section A-A Not to Scale

Section B-B Not to Scale

Raised Floor Diagram

Interior Rendering of Lobby


Passive Systems Diagram Not to Scale

Useful Heat Loss-

With clerestory windows and the raised floor the opportunity for passive cooling becomes available as demonstrated by the wave lines with arrows. By opening vents in raised floor and opening clearstory windows the interior heat will rise to the ceiling where it could then exit through the outer windows.

Solar Heat-

The interior wall which is made of solid concrete adjacent to the glass facade on the eastern side gives it the ability to act as a Thromb wall. As solar rays pass through the low-e glass most of the heat still exists, allowing it to be trapped within the stone of the interior wall, then later on as the sun dissipates and the room temperature drops and the heat will be slowly released into the nearby areas.

Sound Control-

The use of acoustic block on the outer wall combined with the solid concrete of the inner wall dampens the sounds of arriving and departing trains greatly in the Lobby area of the station, making the comfort greater for the users.


Wall Sections-

Wall Section 1 Not to Scale

Wall Section 2 Not to Scale

Wall Section 3 Not to Scale

Wall Section 4 Not to Scale


Technology Crossing (Bowling Green, Ohio) 2nd Year Design Studio Computer Generated, Hand Rendered

Isometric Renderings

Project SummaryDesign a Pedestrian bridge that will cross E. Mary st. connecting the College of Technology to the main campus, with special focus on the A.D.A. (American Disability Act) guidelines and rules. The project must contain one ADA ramp and elevator as well as being a piece of ascetic value to the campus. College of Technology

1 Ramp 1

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Parking Lot 2 Bridge

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E. Mary St. Elevator & 4 Stairs Psychology Building

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Floor Plan

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Design StatementThe crossing is designed to allow the user to take in the environments that surround the installation by experiencing the views through unique situations ex. The latticed stairs, Shattered glass sidewalls of the bridge portion, and the spiral ramp all give a different perspective on the surrounding area to the user.

Isometric Southwest

East Elevation Not to Scale

South Elevation

North Elevation

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West Elevation

Isometric

Not to Scale

Northeast


The Solar line (Toledo, Ohio) 4rd Year Urban Studio Computer Generated

Project Summary-

Design Statement-

Study the urban Toledo, Ohio area and select several joining blocks within those blocks create an architectural work that will help bolster community involvement, commerce, and civic pride.

The footbridge links the 5/3rd-field area to the river front. Traveling on the bridge will provide unique scenery of the river front and warehouse neighborhood while being of service through three focal points along its axis. The Bridge its self has an industrial look which enforces its connection to past industrial warehouse district in which in passes through. The three towers are similar in design to the nearby 5/3rd Field for look & feel but also because the field is an integral part of Toledo culture.

3D Bridge on Site

Downtown Toledo Figure Ground-Red is I75, Pink is Route 24, Yellow is civic locations. Arrows indicate traffic flows from major surface streets. Site- St. Clair Village was selected due to it heavy retail already existing, location to civic locations, and high traffic surrounding


Rendered Elevations of Major Points Summit St.,Depot St., St. Clair st., Erie St.

The use of Solar Panels makes the structure not only a renewable energy source but, brings about an example of the interest Northwest Ohio is pioneering in solar energy. (ect. First Solar and the local universities) Solar Panel Grid I-Beam

Glass canopy System Elevator (behind)

29’ 11” F.G.

HSS Columns

Bar Joist Pre-cast Slab

Hand/Guardrail

Angle Iron

31’ 2” F.G.

Glass Curtain Wall Canopy

15’ 11” F.G.

15’ 11” F.G.

Pre-cast pillister

Bar Joist

W Column

Maint/ Storage Stone Pavers

VCT Flooring

Broken Section of bridge

Section of Tower

Typical of length

Typical of 3

Lobby


Watcher’s Retreat (Unspecified) 1st Year Graphics Studio Hand drafting

Project SummaryDesign a minimalist structure upon the existing site; which consists of columns, ground slab and 1 story of stairs. That will allow the user to take part in wildlife watching while interfering with the surrounding site as little as possible. Requirements are to be above the ground level with a restroom and storage space for chairs and various other materials.

Design StatementThe design of the retreat was to meet the requirements of the users while creating as few new interfering surfaces to the view. The introduction of a pergola to the site was to better integrate the built structure within the wild site connecting the user and their surroundings.

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Isometric

Ground Floor

Main Floor

Northwest

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Storage


PergolaA structure of parallel colonnades supporting an open roof of beams and crossing rafters or trelliswork, over which climbing plants are trained to grow.

South Elevation

East Elevation

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North Elevation

West Elevation

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East-West Section

North-South Section

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Mechanical Systems (Unspecified) 4nd Year Systems Studio Computer Generated

Sanitation Design SummaryDesign the water supply and drainage components of a three story office building Water supply size schedule-From water main 2” - Waterstack 2” -Main feed off stack 1 1/4” - All other piping 1/2” -10 FU flush value water closet (Public) - 1.5 FU lavatory (Public)

Supply Riser Iso. Not to Scale

College of Technology

Example Procedures for water supply Run 2” pipeline from city water main into building base. Continue 2’ line up to floor of third story. From waterstack run 1 1/4” line through floor until paralle with water heater. Once paralle with water heater run 1/2” line perpendictural to far walls. Run cold line into water heater, then run both hot water line and cold water line terminating into sink. Return to 1 1/4” line off stack and run 1/2” line terminating into the water closet fixtures.

Restroom Piping Plan Spouts over exaggerated for clarity

Sewage Riser Iso. Not to Scale

Sewage size schedule-From sewage main 4” - Wastestack 4” -Main feed off wastestack 4” - All other sewage piping 2” -flush value water closet (Public) - lavatory (Public)

Example Procedures for water supply Run 4” pipeline from city sewer main into building base. Contiue 4” line up to floor of third story. From wastestack run 4” line through floor until paralle with sinks. Once paralle with sinks run 2” line perpendictural to far walls. Terminate sewage lines into sink U traps. Terminate 2’ lines from wastestack into water closet U traps.

Women’s Restroom Supply Iso.

Men’s Restroom Sewage Iso.

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HVAC Design SummaryDesign the HVAC system for 1 story of an office building. Demonstrate understanding of Heating and Cooling system through 2D paper presentation

Typical Iso. & Floor Plan South Zone HVAC Plan Not to Scale

Hot AirRed Cold Air- Blue Air Return- Green

Mechanical Room 3D & Floor Plan South Zone HVAC Iso. Not to Scale

Hot AirRed Cold Air- Blue Air Return- Green


Electrical Design SummaryDesign the electrical system for single apartment unit. Proccedure1000 sq. ft. residence having the following: 2Kw Heating, 12Kw Range, 5Kw Dryer, 5Kw Water heater, 1.2Kw Clothes Washer Step 1. Determine general lighting/ receptacle load. 1000 sq ft x 3VA/sq ft =

3000 VA

Step 2. Find Kitchen area/ laundry small appliance load. Kitchen Area laundry Area

4 x 1000 = 4000 0x0 =0 Total =

Calculating the Service Neutral Feeder; Step 1. Add the demand loads, as found previously for all the strictly 120 volt circuit items; A. General lighting/ kitchen/ Luandry loads... B. Clothes washer ( @75% demand)

Total = 3900VA

Step 2. List the 120/240 V circuit devices with their appropriate demand loads and add these together A. Range 12000VA @ 70% demand B. Dryer 5000VA @ 70% demand

8400VA 3500VA

Total =

11900VA

Step 3. Add totals from step 1 and step 2;

3900VA + 11900VA = 15800VA And divide this by 240 volts to determine the current carrying capacity of the service neutral conductor. 15800VA = 65.8333A 240VA

4000

Step 3. Apply totals from step 1 and step 2. 3000VA + 4000VA = 7000VA Apply code demand factors to this total 1st 3000VA @ 100% Remander 4000VA @ 35%

3000VA 900VA

3000VA 1400VA Total = 5400VA

Step 4. Specail and fixed appliances are now considered.

A. Cooling load...@ 100% demand 2400VA B. Dryer load... @ 100% demand 5000VA C. Range load. The code allows a demand factor to be applied based on size (rating) and number of ranges... 12000VA D. Other fixed appliances Water heater 5000VA Clothes washer 1200VA Total = 6200VA Demand factor applied to the total 6200VA x 75% = 4650VA

Electrical Line Diagram

Step 5. Add together all the demand loads determinded through the previous steps. - General Lighting/ Kitchen/ Luandry -Cooling -Dryer -Range -Other fixed appliances

5400VA 2400VA 5000VA 12000VA 4650VA

Demand load total

29450VA

Step 6. Dividing the demand load total by the voltage supplied, the required current capacity of the phase conductors. (service enterance hot legs) 29450VA = 122.708 A 240VA

Electrical Floor Plan Not to Scale

Circuit Panel Schedule


Lighting Design SummaryDesign the lighting system for a insureance office. ProccedureLuminare Data Manufacturer; Catalog Number; Lamp Data Type and color; Number per luminaire; Total lumens per luminaire;

Insight Lighting F96T12CW/ VH0

Typical Section Not to Scale

Rapid start, high output, white 1 15200

Selection of Coefficient of Utilization

RCR = CCR = FCR =

1.14 .41 .41

Pcc = Pfc = CU =

74 11 .63

Selection of light loss factors Unrecoverable Luminaire ambient temperature; Voltage to luminaire; Luminaire surface depreciation; Other factors (components);

.90 .90 .90 .90

Recoverable Room surface dirt temperature; Lamp surface depreciation; Lamp burnouts factor; Luminaire dirt depreciation; Total light loss factor, LLF;

.92 .88 .93 .84

Calculations (Average maintained illumination level) Number of Luminaires = 75 (3790.8

= 52 Lights

Lux (footcandles) =

= 74.87 (75) Footcandles

(15200 x .63)(.57) (52 x 15200)(.63)(.57) (3790.8)

.57

Lighting Floor Plan Not to Scale


Architecture doesn’t come from theory. You don’t think your way through a building. Arthur Erickson (Architect)


Table of Contents Chad D. Reineke 2012 Portfolio

Professional Work Northwest, Ohio & Atlanta, Ga

The Secor Studios

2004 - 2009 425 N. Jefferson Ave. Toledo, Ohio

Diva Restaurant 2006 - 2007 N. Huron. Toledo, Ohio

SSOE Inc.

2006 - 2009 1001 madison Ave. Toledo, Ohio

Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA


The Secor Studios 2004 - Present 425 N. Jefferson Ave. Toledo, Ohio

Project SummarySecor Studios The Secor building is a mixed-use building, housing three art galleries, 2 schools, artist studios and office spaces. The building was built in 1904 to be the Secor Hotel until the late 50s since then the building has been owned and renovated by several different owners. Until the mid 90s when Jim Zaleski purchased the location, upon this time the build slowly made its change to be the Secor Studios.

Since all the renovations above the first floor have been restorative or cosmetic the only plan to be created since the insurance review in 1950s is above. This shows the major changes to the first floor.


6th Studio Gallery 6th Floor

Main Exhibit Gallery 1st Floor

6th Main Gallery 6th Floor

7th Studio Gallery 7th Floor

School Entry Lobby 1st Floor


Diva Restaurant 2006 - 2009 N. Huron. Toledo, Ohio

Project SummaryDiva Restaurant Diva could always be summed up with style and taste. Being one of Toledo’s only 5 star locations the atmosphere of the restaurant required the high end style that only Diva could offer, outside of mainstream locations..


The restaurant itself was designed by the travels and experience of its owner Jim Zaleski. From Berkley to New York, Jim’s personal taste created the atmosphere of the restaurant. As to my part I was merely a consultant and draftsman, however I did get to take part in many of the renovations that Jim and his associate Keith Corder (artist of the countertop to the right) did to the space both on paper and physically. It was truly a privilege to be able to work on such a beautiful location in Toledo, Ohio.


SSOE Inc. 2006 - 2009 1001 madison Ave. Toledo, Ohio

Project SummaryToyota Mississippi SSOE was contracted to render the future plant for Toyota Mississippi and put together the Press release package to be given out at the ground breaking and Press inquires. This was a team project between myself and 1 other SSOE staff member, we answered directly to Toyota’s marketing Director. And had a project deadline of 3 weeks to assemble the packets.


The 8 DTE Energy presentations were completed in their entirety including location research, site planning and visuals displays by myself, answering to the SSOE’s MichCon Project Manager. At which each presentation took approx. 32 hours to complete.

Project SummaryDTE Energy MichCon a gas utility company in Michigan contracted SSOE to design three gas sub-stations for them. Out of this agreement came the need for Zoning hearings and local code reviews. These presentation boards and others like it were created to allow the zoning and town hall meetings to see all the required information with visual displays of the stations.


Project SummaryNewman Technology Create several concepts for a new automotive supplier’s R&D facility, placing an emphasis on what the Japanese company’s interpretation of modern technical architecture.


Project SummarySSOE Marketing The material show was a marketing campaign by SSOE for the use of BIM modeling by the retail sector of the company. The rendering above was the starting location that was placed into the 4 page “White Paper� with other renderings that I wrote for the Marketing department. It was then followed up by being placed as a topic header on the company web site.


Project SummaryMarathon Oil This presentation came about when an interior renovation of Marathon’s Detroit, Michigan headquarters turn into an outside renovation. The design was an attempt to merge the new red portion seamlessly with the older gray building.


Project SummaryCummins Engine These presentations were created to give the management of Cummins an understanding of the final product for their plant renovation. The architectural design shown on the three sheets below were under great stress due to being in Columbus, Indiana where many famous Architects are having or had projects built.

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EXISTING PRECAST CONCRETE WALL PANELS TO REMAIN

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T/COPING EL. ± 658'-8 5/8"

CUMMINS INC.

EXISTING STEEL PLATE JAMBS (TYP) REFER TO STRUCTURAL DRAWINGS 8'-6"

4'-10"

1'-10"

CEP RENOVATION LDD ENGINE PROGRAM COLUMBUS, INDIANA

11'-6"

0

CL ELECTRICAL FIXTURES EL + 644'-1"

4 8 12 16

32

1/16"=1'-0

48

0

2

4 6

8

16

24

0 1

1/8"=1'-0

2

4

6

8

10

12

0

1/4"=1'-0

1

2

3

4

5

6

7

8

0

3/8"=1'-0

1

2

3

4

5

6

0

1/2"=1'-0

1

2

3

4

3/4"=1'-0

0

1

2

3

0

1

0 5 10 15 20

2

11/2"=1'-0

1"=1'-0

40

60

0

1"=20'

10

20

30

60

90

0 10 20 30 40

1"=30'

80

120

1"=40'

CONSULTANTS

T/COPING EL. ± 638'-8"

EXISTING FINISH FLR EL + 630'-9"

BID PACKAGE NUMBER: 06

T/FOUNDATION EL. ± 627'-9 1/8" GRADE EL. ± 623'-9 1/8" OVERHEAD DOORS, LEVELERS, SHELTERS, BUMPERS AND SAFETY RESTRAINTS (BY OWNER)

EXISTING RETAINING WALL

60

60

008

008

008

34

35

34

35

36

008

008

37

38

008

96

39

41

C

A-315

C

NEW INSULATED METAL SIDING BEYOND

1 A-415

BLDG 96

B

BLDG 008

BLDG 60

BLDG 008

A-213

JOB TITLE

D

CUMMINS INC.

A-320

CEP RENOVATION LDD ENGINE PROGRAM COLUMBUS, INDIANA

NEW INSULATED METAL SIDING BEYOND 4 8 12 16T/ EXIST. BLDG. 32 CURT. WALL 48 EL. +665'-10 1/2"

0

PARTIAL EAST ELEVATION (EXISTING BUILDING) BUILDING 60

SEAL

0

1/16"=1'-0

1/8"=1'-0"

2

4 6

8

16

24

0 1

1/8"=1'-0

2

4

6

8

10

12

1/4"=1'-0

0

1

2

3

4

5

6

7

8

0

3/8"=1'-0

1

2

3

4

5

6

0

1/2"=1'-0

1

2

3

4

0

3/4"=1'-0

1

2

3

0

1

2

11/2"=1'-0

1"=1'-0

0 5 10 15 20

40

60

0

1"=20'

10

20

30

60

1"=30'

T/ COPING

EXISITNG STAINLESS STEEL WALL PANELS BEYOND

SG

EL. +646'-3"

B

B

SG

SG

SG B BT

BT

BT

BT

BT

A

C

B

SG

SG

B

B

BT

BT

0 10 20 30 40

73

73

73

73

73

73

73

73

73

73

73

73

73

73

82

26

25.9

BT

BT

BT BT

BT

BT

BT

D

25

24

23

22

21

20

19

18.1

18.05

18

17

16

15.1

25

SIM

CUMMINS INC.

SIM.

CEP RENOVATION LDD ENGINE PROGRAM COLUMBUS, INDIANA

A-317 SEAL

6

KEYPLAN

NEW ADDITION SOUTH ELEVATION

1

73 AA

008

008

008

008

008

008

60

FF 60

EE 60

DD 60

CC 60

BB 60

AA 60

42-2

008

42-2

008

42-2

H

G

F

E

D

C

B

A

A

B

B

C

C

A-212

60

D

CJ

CLIENT SSOE

PROJECT PROJECT

A

B

A

A-314

A-320

4

CJ

82

82

K

CJ

CJ

CJ

82

CJ CJ 1/4" PARGE COAT OVER NEW CONCRETE MASONRY WALL

82

G

F

82

82

82

E.1

E

D EXISTING TRANSLUCENT WALL PANELS AND SASH

CJ

6 A-610

CONSULTANTS

A-610

1/8"=1'-0"

82

J H MODIFIED TRANSLUCENT PANELS / SASH WINDOWS: 140'-4" +/-

CJ

CJ

CJ

CJ

73

73

K

L

73 AA

EXISTING PRECAST CONCRETE PANELS

CJ

12

PAINT NEW STEEL FRAMING, RAILINGS AND BOLLARDS, TYP.

SIM.

A-612

BID PACK 6

SEAL

A-212

B

SG

SG

SG

SG SG

B

B

B

B

SG

B

B

B

B

SG

SG

SG

SG

SG SG

SG 3'-9"

SG SG SG

SG

SG

BT

BT

BT

BT

BT BT

EL. +630'-9"

B

B

B

NTS

DRAWINGS FOR ALTERATIONS TO ACCOMMODATE DOCK LEVELERS 2 A-012

73

73

AA

AA.3

EXISTING INSULATING GLASS73PANELS AA.9

PARTIAL BUILDING 82 EAST ELEVATION

BT BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT BT BT

BT

SG

SG SG

B

B

B B

BT

BT

BT

B

NEW CONCRETE STEPS AND METAL FRAMING REFER TO STRUCTURAL DRAWINGS

NEW DOCK LEVELERS, SECTIONAL OVERHEAD DOORS, DOCK SEALS ETC. PROVIDED AND INSTALLED BY OWNER (TYPICAL ( 6 ) DOCKS)

3

1/8"=1'-0"

A-012

73

73

73

K.1

21

22

T/ COPING

BT BT

5 EXISTING FINISH FLOOR

KEYPLAN T/ EXIST. BLDG. CURT. WALL EXISTING CONCRETE FOUNDATION EL. +665'-10 1/2"WALL. REFER TO STRUCTURAL

CONTROL JOINT (CJ) , TYP.

B

8'-1"

3

CJ

PROPOSED RAMP, REFER TO STRUCTURAL DRAWINGS

NEW INSULATED METAL SIDING BEYOND

007-00229-00

B

73

73

73

73

73

73

23

24

25

25.9

K.1

K

A-310

SG

REFINISHED RIBBED METAL WALL PANELS

NEW FINISH FLOOR EL. +630'9"

B

5 4 3 2 1

02/29/08 01/21/08 01/10/08 12/14/07 12/10/07

NO.

PAINT NEW STEEL FRAMING, RAILINGS AND BOLLARDS

1/8"=1'-0" 73

73

L

AA.9

A

73

73

AA.3

AA

A-310

REFINISHED RIBBED METAL WALL PANELS

BP 6 - BULLETIN #4 BP 6 - BULLETIN #1 BP 6 - CONSTRUCTION ADDENDUM 1 - BP 6 BIDS - BP 6

DATE

PARTIAL BUILDING 73 WEST ELEVATION

REFINISHED RIBBED METAL WALL PANELS

EL. +646'-3"

BID PACK 01

SUBJECT

REVISION OR ISSUE

RE-INSTALL EXISTING REVOLVING DOOR ENTRY AT VESTIBULE

A-212

2

L

RE-INSTALL EXISTING SPACE FRAMED GLAZING BEYOND

METAL GUTTER AND DOWNSPOUT

SG

NUMBER

B

1

82

M

A-319

RELOCATED INSULATED STAINLESS STEEL WALL PANELS, TYP.

K. SMITH T. STEELE T. MEYER L. SCHLATTER R.HAMILTON / B.MAUK

NUMBER

DRAWING TITLE

PARTIAL EAST ELEVATION BUILDING 60 DRAWING NUMBER

82

SUBJECT

REVISION OR ISSUE

CHECKED

DESIGNED EXISTING PRECAST CONCRETE WALLAPPROVED PANELS PROJECT MANAGER

E A-311

BLDG 96

BP 6 - BULLETIN #4 BP 6 - CONSTRUCTION BIDS - BP 6

DATE

96

D BLDG 008

BLDG 60

02/29/08 01/10/08 12/10/07

008

2 A-612

C BLDG 008

3 2 1 NO.

THREE (3) MODIFIED DRAWN PRECAST PANELS

T/ EXISTING BUILDING EL. +658'-9"

PARTIAL BUILDING 73 NORTH ELEVATION

1 A-012

A-019, A-020 SCALE: 1/8"=1'-0"

NTS

B

120

JOB TITLE

8 A-610

EL. +630'-9" PAINT STEEL STAIR, FRAMING, COLUMNS AND RAILINGS

BID PACK 6 B

A

80

BID PACKAGE NUMBER: 01

73

27

EL. +646'-3" 9'-0"L X 20'-0"W FLEXIBLE STRIP DOOR; .160" THICKNESS; REINFORCED 16" WIDE STRIPS; 50% OVERLAP; LOW TEMPERATURE W/ HEADER MOUNTING AND GALVANIZED HARDWARE AS MANUFACTURED BY FROMMELT SAFETY PRODUCTS OR APPROVED EQUAL (TYP. 5 LOCATIONS AT CHIP BINS) NEW FINISH FLOOR

BT

BT

BT

EXISTING FINISH FLOOR EL. +630'-9"

73

REFINISHED METAL CORNER AND EDGE TRIM T/ COPING

B

BT

90

1"=40'

CONSULTANTS

T/ EXISTING BUILDING EL. +658'-9"

DRAWN CHECKED DESIGNED

A

APPROVED PROJECT MANAGER

CLIENT

2 A-019, A-020

NEW ADDITION EAST ELEVATION

SSOE

SPANDREL GLASS (SG), TYP.

CHIP SHED EAST ELEVATION

1/8"=1'-0" 4 A-411

1/8"=1'-0"

DRAWING NUMBER

1

2

3

4

PROJECT PROJECT

KEYPLAN

K. SMITH T. STEELE T. MEYER L. SCHLATTER R.HAMILTON / B.MAUK

NTS

NUMBER NUMBER

007-00229-00

DRAWING TITLE

SOUTH & EAST ELEVATIONS NEW ADDITION BUILDING 008

5 A-411

CHIP SHED SOUTH ELEVATION

6

1/8"=1'-0"

A-411

PARTIAL CHIP SHED WEST ELEVATION 1/8"=1'-0"

A-213

5 2 1

07/20/07 07/12/07

NO.

ADDENDUM #1 - BP 1 BIDS - BP 1

DATE

SUBJECT

REVISION OR ISSUE DRAWN CHECKED DESIGNED

A

APPROVED PROJECT MANAGER

CLIENT SSOE

PROJECT PROJECT

L. WANG T. MEYER T. JANOWIECKI L. SCHLATTER B. MAUK NUMBER NUMBER

007-00229-00

DRAWING TITLE

BUILDING 60, BRIDGE & STAIR TOWER DRAWING NUMBER

1

2

3

4

5

2 ENTIRE SHEET

A-210


Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA

Project SummaryAthens, Tx

Produced video and still support graphics for the restructuring of the parking configuration around the main courthouse in the town.


Project Summary-

Marta Light Rail Stations Conceptual art work and design idea options for the light rail option stations around the city of Atlanta, Ga


Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA

Project Summary-

DFW DART Visualization of a new Light rail system to be installed at DFW International Airport, deliverables included still images to be used in report and a video for presentation.



Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA

Project Summary-

Bacardi Contracted to produce a Master planning video of the redevelopment stages to the Bacardi distillery in Catano, Puetro Rico for the Bacardi board of directors annual meeting.



Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA

Project Summary-

TAM International Packaging 2 minute animated walkthrough video of new production plant and attached offices.



Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA

Project Summary-

Caloosahatchee Bridge Production of several high quality photo-real still images for proposal report, photo-real project map and Non Photo-Real construction sequencing images.



Jacobs Engineering

2011 - 20XX 1 Concourse Pkwy NE # 600, Atlanta, GA



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