CONTINUOUS ADAPT[ABILITY] LOGAN MICHELLE HARRELL
CONTINUOUS ADAPT[ABILITY] LOGAN MICHELLE HARRELL
CONTENT [ 5 ]
CONTENT Value in the Dismissed Site Analysis Precedent Studies Program+CODE Form+Assembly Systems+LEED Mid-Review Final Documents
07 25 51 71 89 11 3 135 139
A
B
C
VALUE IN THE DISMISSED [ 7 ]
VALUE IN THE DISMISSED “Sight of new houses under construction and shopping malls and office park developments…represents nothing less than a tragically under recognized ‘silent crisis’ in which Americans are rapidly squandering their finite land resources at rates that are simply not sustainable. Neither are they desirable for the greater good of future generations.” -Donald Williams D
ABSTRACT
Over the past century, big box stores have become victims of displaced value. When initially constructed and occupied, the value placed on these stores comes from the goods and services that they hold, not on the building itself. However, when this placed value and program are removed due to economic and marketing production, the big box stores become vacant and forgotten; valueless. Looking beyond the initial program and the boxie exterior, there is true value in these dismissed structures that can go beyond the monetary value. The concept of revealing the value, while incorporating a sustainable environment, will create positive engagement to the site and the community. The value will be revealed through an adaptive reuse process that obtains a quality of adaptive continuity. Continuous Adaptability incorporates adaptive reuse, which modifies and updates a building and changes its function, and also adds a continuous adaptive process. Continuous Adaptability creates a continuous value to the site that can adapt to the community as it changes and reduces and even can eliminate the vacancy potential. It addresses the human, building, community, and environmental scales. The big box stores obtain the ability to experience this quality due to their structure, location, and other features. Through investigation and design, the Continuous Adaptability becomes embedded in the big box transformation, which unveils the value in the dismissed.
VALUE IN THE DISMISSED [ 9 ]
The problem does not lie strictly in the vacancy of these box structures but also in the value that is placed on these buildings. Present Bystander View
Future Bystander View
SPRAWL NEGATIVE IMPACT
To understand why adaptive reuse is being implemented, we should understand how vacancies can be linked to past events. Adaptive reuse is a sustainable solution for two socio-economic influences of the 20th century: suburban sprawl and the environmental studies research. Following the excessive construction of ‘big box retail,’ came an understanding that they were directly and indirectly linked to environmental hazards.
The investigation of the displaced value of big box stores starts at the origins of the suburban sprawl. A sprawl, in general, is defined as the act of being “stretched or spread out in an unnatural or ungraceful manner.”1 In the mid-20th century, the origins of suburban sprawl demonstrate the human mind set of ‘acting now and thinking later.’ After WWII, America was on the rise and growing exponentially both in population and in land use. People pursued the American dream; they wanted to be seen as individuals rather than a mass. They wanted to express their individual accomplishments and success in a new open area. Therefore, people began to move outwards from cities and expanded into less dense areas. On a larger scale, American cities saw this time to expand the cities’ borders to demonstrate its power. Expansion and growth of built infrastructure on undeveloped or agriculturally used land are the key identifiers of the movement known as the suburban sprawl. As populations sprawled, businesses began to move or expand to these new ‘developments’. Businesses were expanding rapidly creating a massive building production, which depleted natural resources. Donald Williams describes the sprawl as such: Sight of new houses under construction and shopping malls and office park developments… represents nothing less than a tragically under recognized ‘silent crisis’ in which Americans are rapidly squandering their finite land resources at rates that are simply not sustainable. Neither are they desirable for the greater good of future generations.2 The concern for the depletion of finite land created the origins of the environmental movement. “Environmentalists [began] to mount an attack against sprawl, as they recognize the dangers posed to farms and forests by low-density automobile-oriented growth.”3 Even at this point, environmentalists did not completely understand the overall environmental impact on construction but recognized the immediate devastation that the sprawl created due to human impact. In the 1960s, 7.3 million acres of farmland went out of production each year; 1970s-6.3 million acres; 1980s-5.2 million acres; and 1990s-2.6 million acres. It is reported that from 1960-1990, the amount of developed land in large urban areas of the United States more than doubled, while population grew by less than half its rate.4 The relationship between the land and population growth reveals that construction was excessive.
VALUE IN THE DISMISSED [ 11 ]
‘50
‘60
‘70
‘00
‘90
‘80
‘10
1960s:
7.3 million acres of farmland went out of production each year
In 1960s, 60 million residents in suburbs while 45 million in the city
1970s:
Massive expansion of suburban growth begins
Census revealed that 84.5 million out of 151 million Americans lived in metropolitan areas
Late 1950s, retail businesses leaving city centers and moving outwards
6.3 million acres of farmland went out of
production each year
1st major adapt reuse:Ghirardelli Square in San Francisco
1st mill conversion project pursuing LEED silver. Converting Bourne Mill to apartments in Rhode Island.
1980s:
5.2 million acres of farmland went out of
production each year
Since 1940s, Suburbs grew 35% and city only 13%
1990s:
2.6 million acres of farmland went out of production each year
Water Quality Act, Solid Waste Disposal Act, and Clean Air Act amended
Late 1960s and early 70s, urban development patterns came under scrunity by the environmental organizations
‘50
From 1960-1990, the amount of developed land in large urban areas of the US more than doubled, while population grew by less than half its rate
‘60
Environmental Defense Fund created
Environmental Action groups forming including Environmental Protection Agency
‘70
1st textile mill Petaluma, CA turned to adopted the first residential significant local apartments in growth Rhode Island management Greenpeace protect against toxic waste and tropical forests Environmental ists for Full Employment created
‘80
Americans for the Environment
Top 5 established organizations combined had a membership growth of over 76% from 1970 to 1980
‘90
‘00
‘10
Time Line for the Sprawl and some Environmental movements
1
2
3
New Buildings Existing Buildings Vacant Buildings Adaptive Reuse Buildings
Sprawl development and vacancies over time
CONSTRUCTION AND VACANCY
4
VALUE IN THE DISMISSED [ 13 ]
The construction itself has also created an environmental impact. According to Louise Sabol of Design + Construction Strategies, the energy used in making materials and executing construction adds eight percent to the forty percent of energy used by buildings.5 It is estimated that 170,000 commercial buildings are constructed per year and 44,000 are demolished.6 Also there is 160 million tons of waste produced in one year by construction and demolition.7 When remodeling is added to the equation, all three contribute over thirty-five percent of all non-industrial waste. Waste is a contributing factor in environmental impact as well as the use of raw materials. Construction and remodeling uses 3 billion tons of raw material, which is approximately forty percent of all raw material used each year.8 Since extensive construction and expansion has occurred for the past sixty years, it is evident that in 2010, ninety-eight percent of buildings were pre-existing and two percent represented new construction.9 Therefore, according to the German architect Gottfried Böhm, “the future of architecture does not lie so much in continuing to fill up the landscape as in bringing back life and order to our cities and towns.”10 Due to the sprawl and rapid growth of new construction, vacant ‘big retail boxes’ are cast out of society and labeled as worthless; they become ghost boxes. These ghost boxes can be transformed when conscientious design revitalizes and expresses the hidden value that these buildings can possess. Böhm was not directly referring to vacant boxes but his general response was breathing life into the fabric of the existing city instead of expanding. He expresses the need to bring value and regeneration of the city. He recognizes the value that the built environment can contain, but there must be a consensus and understanding of the negativity that the sprawl created. Therefore, these vacant boxes can put life back into a city if reused to mend the fabric of a city and be viewed as a positive public entity. The flexible structure is there, but the community must realize the value and potential of the boxes instead of dismissing them.
Store Opens
Need to Expand
$0
1
2
3
Big box life span due to capitalism Since it is cheaper to abandon a store instead of expand the existing one, big boxes are built in another location, leading to many vacant buildings.
4
VALUE IN THE DISMISSED [ 15 ]
The sprawl has become a negative connotation for expansion and production, and results in many buildings being left abandoned, as ghost boxes. Since it is cheaper to abandon a store instead of expand the existing one, big boxes are built in another location, leading to many vacant buildings. There is approximately 500 million sq. ft. of excess retail space in US.11 Out of the total commercial vacancies in the United States, 56.8% consist of big box retail spaces.12 One of the major big box retailers, Wal-Mart, had over 400 vacant properties as of 2005.13
When these buildings are left vacant they pose environmental concerns. One environmental impact is “at the site of the big box itself, with its acres of impermeable parking lots and rooftops, both of which cause liquid to run-off into surrounding fields and streams.”14 Along with the runoff, the occupation of potential green space can disrupt the natural ecosystem and environment for local species. Therefore, the ability for the land to be transformed to a greener environment is hindered by the limitation set forth by the previous retailer. “Empty big box buildings can be thought of as products that act as placeholders for real estate,” which further demonstrates the displaced value of the building.15 It reveals that land ownership is the primary concern, while the building remains secondary. The value placed by the owners/retailers and the excessive display of big boxes creates, not only environmental concerns, but also relays the message to the population and discredits the displacement of value to the building and overall site.
WHAT ARE THE COMPONENTS OF CONTINUOUS ADAPTABILITY The term adaptive reuse has varied definitions. Many simply state that it is reusing an existing building and changing its original function to ‘adapt’ to the current times. However, the statement that the architecture firm Perkins + Will provides about their vision of adaptive reuse illustrates the various scales to consider: human to building to community. They state: Adaptive reuse repurposes older buildings for new uses. We begin this transformative process by understanding the character- defining features of a structure and then creatively discerning how those “bones” might accommodate new programs. We then seek ways to make alterations and additions that are sympathetic to the building’s original design concept. Our work brings new life to a site while remaining sympathetic to its original character. We honor what has come before but find new inspiration for old spaces, new purposes for existing structures, new life for derelict sites and buildings. Our adaptive reuse projects transform streets, neighborhoods and districts, add urban vitality and richness, and bring relevance and meaning to cities and the continuum of time and place.16 The description shows an integrated and dynamic relationship between the building and its community. This can only strengthen the adaptive transformation and shows how every decision is thoughtful to the building and its ‘spirit’. However, after viewing many statements and definitions about adaptive reuse similar to the one above, there is a vague understanding of a material’s life cycle after the extraction or completion of the demolition process. Understanding the value of the existing material can contribute to reuse or repurposing materials on site. Therefore, there must be an understanding of how to remove certain material components successfully so that it can be reused as it originally was intended for or if it needs to go through a process to be transformed and repurposed for a different function than its original state. Big box structures are valuable in the use of common materials, which can potentially assist in reducing waste and also emissions and have an easier and efficient adaptive transformation process as program and tenants change. The consideration of the material value can help to reduce the environmental impact of potential ‘waste’ and can be cost efficient in ways as well. The different approaches to material reuse are further explained in the Material + Structure chapter. The adaptive reuse concept also exhibits a struggle in expressing the adaptable process. This strategy can ‘update’ the building and change its function but adaptability is not a singular event; it must contribute to the changes the building will endure over time so that it will not lose its vitality and occupancy once again. It must have the continuous adaptability quality. To create the most efficient process to gain the ability to adapt continuously, passive strategies should be used. Adaptive reuse, in many applications, utilizes passive strategies to address the impact a building can have on nonrenewable resources illustrating an adaptable quality. However, what happens when passive strategies combine with modularity? Can this combination create the most efficient and continuous adaptable experience? According to Webopedia, modular architecture is: The design of any system composed of separate components that can be connected together. The beauty of modular architecture is that you can replace or add any one component (module) without affecting the rest of the system.17 Modular application can help change and adaptability to occur over time more easily and efficiently. It can help with reconfiguring space to fit a particular function by replacing or changing components easily without compromising the whole system or building. Modular application, however, is not limited to transforming walls of components. It can be used to move and control different resources like renewable resources such as wind and light. It can have components and elements that change throughout the day or once a decade, either way the modular quality of the building goes beyond spatial configurations and can change interior or exterior quality.
VALUE IN THE DISMISSED [ 17 ] Continuous Adaptability incorporates adaptive reuse, which modifies and updates a building and changes its function, and adds a continuous adaptive process. Continuous Adaptability creates a continuous value to the site that can adapt to the community as it changes and reduces and even can eliminate the vacancy potential. It addresses the human, building, community, and environmental scales. The big box stores obtain the ability to experience this quality due to their structure, location, and other features. Adaptive Reuse
Reclaim/Reuse of Existing Material
Modularity and Assembly
The components of Continuous Adaptability
Green Design LEED-NC Certified
GRID SYSTEM: -Applicable to structure and building footprint -Simple and fast production ROOFING: -Basic steel decking roof with concrete fill and usually a parapet (either aluminum or masonry/concrete)
ROOF FRAME AND COLUMN ARRANGEMENT: -Steel frame (Open web joist an girder system) -Durable -Open Space for flexible spatial configurations FOUNDATION: -Basic 6� reinforced concrete slab with slab edges -Square footings with anchored column plates that are welded to columns
PARKING LOT: -Approximately 400 parking spaces (Reserves land from being developed therefore can be transformed into green space)
Value of the Big Box
VALUE IN THE DISMISSED [ 19 ]
Emphasizing and merging different areas of sustainability creates the ability to have a continuous adaptable process. Sustainability addresses environmental aspects at various scales but also addresses the ability for a city to sustain. The different areas of sustainbility must be accompanied by social components of the community in which the building inhabits. The whole site should become a node that connects to the community. To be continuously adaptable implies being continuously relevant and useful to a place. This is where big boxes can become part of the Continuous Adaptability. These buildings have many beneficial values that can release them from solely private enterprises. They can transform into an essential public amenity that becomes weaved into the fabric of the community and can adapt to the communities continuous change and growth. Many big box structures are located in a crucial community center or area and once vacated serve only as an eyesore to the community. These structures’ locations are well situated for transformation and to serve the community in a beneficial way. Since, the initial intent of big boxes were to gain a profit, they were located on accessible routes for the convenience and advertisement. Their open floor plans created endless possibilities of program within it. Big boxes, if seen beyond the ‘boxie’ exterior, can obtain the essentials to liven and strengthen a community. It can transform from a commercial only property, to a public amenity.
Eyesore: (n) Something that is unpleasing to the eye; ugly, hard to look at.
Built Environment and Nature Blended to Create Engagement To create a successful design, there must be an integration with not just the building and people but also with the surroundings and landscape. Therefore, there should be a smooth transition from the built environment to the natural environment. They should work together to engage the community and create a dual relationship between the two.
VALUE IN THE DISMISSED [ 21 ]
Integrating Nature vs. Building over it Instead of placing a concrete slab over nature, there should be a consideration of the nature and help to create a stronger environment that is appealing to the community.
The following research and design on the big box building and its true value, both physically and socially, propose to address the question; how can a big box building adapt and respond to the changing world? By reusing big boxes and their immediate surroundings, the site transforms from an abandon marker of past marketing ventures, to a site that becomes an integrated public node for the community. According to Julia Christensen, [C]ommunities continuously reconnect their needs and activity flow to the landscape, and by subsuming these abandoned big box buildings they attempt to make them useful within their lives after the retailer has vacated the premises.18 To be able to address and accomplish this agenda, there needs to be innovation in how an existing building can address the above issues but also there is a need to rethink current approaches and to go even further as to create new alternatives to these buildings and how they are approached in the future. Eero Saarinen emphasizes this thought process. He believes that “the awareness of the thinking and technology of our time-is for me an ever-present challenge. I want always to search out the new possibilities in new materials of our time and to give them their proper place in architectural design�.19 Therefore, the comprehensive design, Continuous Adaptability, will reveal a different perspective on adaptive reuse. Through the research and design, the site will create a longevity that was not conceived of in the initial construction. Stretching the scope of reuse by viewing the building adaptation and site adaptation will further enhance the value of the space and its cultural impact on the integration of community fabric.
VALUE IN THE DISMISSED [ 23 ]
REFERENCES:
“Adaptive Reuse.” Perkinswill.com. Perkins+Will, 2012. Web. 12 Sept. 2012. <http://www.perkinswill.com/expertise/ adaptive-reuse.html> Böhm, Gottfried. ArchINFORM.com. Web. 10 September 2012. http://eng.archinform.net/arch/851.htm Christensen, Julia. Big Box Reuse. Cambridge, Massachusetts: MIT Press, 2008. Print. “Modular Architecture.” Webopedia.com. SuinStreet Inc, 2012. Web. 12 Sept. 2012. <http://www.webopedia.com/ TERM/M/modular_architecture.html> Plater-Zyberk, Elizabeth, Andres Duany, and Jeff Speck. Suburban Nation: The Rise of Sprawl and the Decline of the American Dream. New York, New York: North Point Press, 2000. Print. Saarinen, Eero. Eero Saarinen on His Work. New Haven and London: Yale University Press, 1962. Print. “Sprawl.” Online Etymology Dictionary. Douglas Harper, Historian. Web. 07 Jan. 2013. <http://dictionary.reference. com/browse/sprawl>. United States. Dept. of Energy. Energy Efficient and Renewable Energy. 2010 Building Energy Data Book. PNNL, 2010. Web. United States. Dept. of Energy. Energy Efficient and Renewable Energy. Advanced Energy Retrofit Guides: Office Buildings. PNNL, 2011. Web. United States. Environmental Protection Agency. Buildings and their Impact on the Environment: A Statistical Summary. 2009. Web. Williams, Donald C. Urban Sprawl: A Reference Handbook. Santa Barbara, California: ABC-CLIO, Inc., 2000. Print.
ENDNOTES:
1. “Sprawl.” Online Etymology Dictionary. Douglas Harper, Historian. Web. 07 Jan. 2013. <http://dictionary.reference.com/browse/sprawl>. 2. Williams, Donald C. Urban Sprawl: A Reference Handbook. Santa Barbara, California: ABC-CLIO, Inc., 2000. Print. p.2. 3. Plater-Zyberk, Elizabeth, Andres Duany, and Jeff Speck. Suburban Nation: The Rise of Sprawl and the Decline of the American Dream. New York, New York: North Point Press, 2000. Print. p.151. 4. Williams, Donald C. Urban Sprawl: A Reference Handbook. Santa Barbara, California: ABC-CLIO, Inc. 2000. Print. 5. Sabol, Louise. “Measuring Sustainability for Existing Buildings.” IFMA World Workplace. November 2008. Web. p.2. 6. United States. Environmental Protection Agency. Buildings and their Impact on the Environment: A Statistical Summary. 2009. Web. p.1. 7. United States. Environmental Protection Agency. Buildings and their Impact on the Environment: A Statistical Summary. 2009. Web. p. 6. 8. Sabol, Louise. “Measuring Sustainability for Existing Buildings.” IFMA World Workplace. November 2008. Web. p.2. 9. Russo, Michele, ed. “Green Outlook 2011.” McGraw-Hill Construction. 2010. Web. p. 6.
10. Böhm, Gottfried. ArchINFORM.com. Web. 10 September 2012. http:// eng.archinform.net/arch/851.htm 11. Cushman and Wakefield. 2011. Web. 10 September 2012. 12. Hoffman, Elaine. Adaptive Reuse of Mega-Stores: Transforming an Icon of Suburban Inefficiency into a Model of Sustainability. Honors Thesis, Tufts University. 2010. p. 19. 13. Gifford, Russ. “Empty parking lots and dark Wal-Marts.” The Weekender. 26 January 2006. Web. 14. Christensen, Julia. Big Box Reuse. Cambridge, Massachusetts: MIT Press, 2008. Print. p.7. 15. Christensen, Julia. Big Box Reuse. Cambridge, Massachusetts: MIT Press, 2008. Print. p.8. 16. “Adaptive Reuse.” Perkinswill.com. Perkins+Will, 2012. Web. 12 Sept. 2012. <http://www.perkinswill.com/expertise/adaptive-reuse.html> 17. “Modular Architecture.” Webopedia.com. SuinStreet Inc, 2012. Web. 12 Sept. 2012. <http://www.webopedia.com/TERM/M/modular_architecture. html> 18. Christensen, Julia. Big Box Reuse. Cambridge, Massachusetts: MIT Press, 2008. Print. p.2. 19. Saarinen, Eero. Eero Saarinen on His Work. New Haven and London: Yale University Press, 1962. Print. p. 6
IMAGES:
A. “Will Rising Gas Prices Kill Suburban Sprawl?” GreenBuildIndiana. 8 July 2008. Online Image. http://carolgulyas.typepad.com/green_ build_indiana/general_musings/ B. Blake, Matt. “Urban Sprawl at its Finest!” Downtown Prince George Business Blog. 23 April 2010. Online Image. http:// downtownprincegeorgebusiness.wordpress. com/2010/04/23/wood-innovation-centre-willit-happen/ C. Brave New Films. “Abandoned Wal-Mart Oskaloosa, Iowa (2).” Flickr Gallery. 18 July 2005. Online Image. http://www5.flickr.com/ photos/walmartmovie/26976227/ D. Brave New Films. “Abandoned Wal-Mart Oskaloosa, Iowa.” Flickr Gallery. 18 July 2005. Online Image. http://www5.flickr.com/ photos/walmartmovie/26976252/ *Images not referenced are property of the author.
SITE ANALYSIS [ 25 ]
S I T E A N A LY S I S “The City of Hammond’s vision is to continue its role as an expanding regional hub of economic, transportation, higher education and cultural activity while growing in a sustainable manner that respects our history, enhances our quality of life and creates a stronger, more complete community for all residents while maintaining our City’s character and appeal.” -City of Hammond Master Plan
CITY OF HAMMOND
Baton Rouge
Hammond
I-12
Travel Time=45 Minutes 70
Mi
nu
te I-10 s
45 Minutes
The location for Continuous Adaptability is located in the city of Hammond, Louisiana. The city lies between two major cities, Baton Rouge and New Orleans. Because of its interstate access to both I-12 and I-55, there is only an hour travelling distance to Baton Rouge and New Orleans, which has stimulated growth within the city. Between 1990 and 2010, the population grew by 20% and is considered one of the fastest growing cities in the state of Louisiana. It is projected that the population will grow by 47% in 2015.1 Before the suburban sprawl, “Hammond’s Downtown and historic neighborhoods created a sharp edge of development against the city’s surrounding farmland and natural areas.”2 But since then, the city’s edge is experiencing a suburban sprawl.
I-55
New Orleans
SITE ANALYSIS [ 27 ]
Hammond 6,531
Baton Rouge 30,729
New Orleans 458,762 +62%
Hammondâ&#x20AC;&#x2122;s rapid expansion is identified with suburban sprawl. With the expansion of Baton Rouge and New Orleans, and the placement of new transportation infrastructure, Hammond has experienced heavier traffic and residency and grown steadily in population since the 1930â&#x20AC;&#x2122;s.
The effects of suburban sprawl
+ 396%
10,563 152,419
I-12
I-55 I-10
627,525
+37%
+92%
+51%
229,553 9,553
20,235
360,760 60 0,7 760
-43%
Understanding the values of the city of Hammond can assist in prioritizing the program for the ghost box. Locating the major sectors of the city can further influence the direction of the design.
Hammond currently and visual of the sprawl since the 1930s
1
Hammond has 4 major areas of focus: -Educational -Heritage and culture -Shopping areas that promote growth -Parks and recreation
1 6 3
Hammond in the early 1930s
2 5
¦
4 ¦ Original City Core and The Sprawl Effect
¦
1
2 Education and Cultural
Southeastern Louisiana University
3
Downtown/Historic District
Shopping
Shopping Center
5
Zemurray Park
4
Hammond Square
Park and recreation
6
Martin Luther King Park
SITE ANALYSIS [ 29 ]
Along the main roads leading to the interstates and to the Airport, strip commercial developments have developed, with chain businesses on isolated lots behind large parking fields. Isolated suburban neighborhoods extend out to the City limits and into adjacent land in the Parish. These neighborhoods are laid out on disconnected streets and separated from necessary commercial and civic uses.2
Therefore, the site selected can be used to pull the surrounding neighborhoods back into the fabric of the city. As shown in the zoning map, there is clear evidence that residential areas are being isolated and surrounded by commercial, institutional, and mixed-use space. The city zoning map, in general, illustrates the diversity in the downtown area but reveals a lack of mixed, diverse areas in other parts. Therefore, the site can help to create a tie to the downtown area and community. It can potentially initiate a more diverse, community engaged city.
SITE ANALYSIS [ 31 ]
Business Commercial Industrial Residential Mixed Use Institutional Open Space Proposed Site 1000 Roma Ave
Zoning Map of Hammond
SITE
SITE ANALYSIS [ 33 ]
ANITA BLVD
DOWNTOWN FRAMING STORE
AAA SEWING AND VACUUM CENTER
VARIOUS RETAIL STORES
UNDEVELOPED AREA B 14,702.3 SF
EXISTING STRUCTURE AREA 57,657.9 SF
SITE
The site is located off of Morrison Road and located approximately 5 minutes from the historic downtown area. This site was originally constructed to be a Schwegmannâ&#x20AC;&#x2122;s Supermarket in the late 1980s. However, due to company foreclosure, the building was vacated in 1997 where it has remained unused except for temporary functions. Site Overview: -The site is approximately 7 acres. -Building is approximately 60,000 sq ft. -The parking lot has 400 parking spaces. -There are some undeveloped green spaces.
UNDEVELOPED AREA A 31,678.8 SF
PAVED AREA B 32,853.4 SF
PAVED AREA A 173,485.3 SF
TOTAL AREA 7 ACRES
PARTY TIME RETAIL STORE
REMAX REALTY GROUP
DEMARCO BLVD
CHINA PALACE
SITE DOCUMENTATION
North Facade
Private View
Facade Material: -Precast Concrete Panels
West Facade
SITE ANALYSIS [ 35 ]
South Facade
Public View
Facade Material: -Brick veneer with CMU -Brick archways to emphasize public entrance -Glazing is only located at the corner where the public entrance is located
East Facade
STRUCTURE The structure of the building is similar to most big box structures. It uses: -A grid system (21’x24’) -Long span and joist girder truss system -Reinforced concrete slab foundation with square footings The wall system used are: -Brick veneer attached to CMU blocks that are attached to the columns on the perimeter -Concrete Panels (10’ in width)
K-Series Bar Joist Cross Bridging VG Open Web Joist Girder
SITE ANALYSIS [ 37 ] Brick Veneer and CMU Wall System
Concrete Panel Wall System
A
A
Roof System Type
B
B
INTERIOR CONDITIONS
4 6
3
5
6 Another View of the Sales Floor
2
1
1 Entrance Area
2 Stairwell from Offices
SITE ANALYSIS [ 39 ]
3 Storage and Loading Area
4 Open Floor Area (Former Sales Floor)
5 Former Bakery Area
Understanding the climatic conditions of Hammond will help in the form and passive strategies that can be used on the site to make it the most efficient. Understanding the daylight in the area will assist in the placement of openings to gain the maximum natural light in and around the building. The temperature and humidity will help to determine efficient cooling and heating strategies that are most appropriate for the site. Also the probability of precipitation reveals that the area is a great location for the placement of water collection for both irrigation and domestic use. The wind speed and direction reveals where proper placement of openings and vents for natural ventilation should occur along with the possibility of wind energy collection. Further climate analysis can be shown on the site aspect near the end of this chapter.
SITE ANALYSIS [ 41 ]
DAILY TEMPERATURE
100°F
JUNE 21 SEPT 22
90°F
LOW
MARCH 20
80°F
HIGH DAILY AVERAGE
70°F
DEC 21
60°F
25-75% 10-90%
50°F 40°F 30°F JAN
FEB MAR APR MAY JUN JUL AUG
SEP OCT
NOV DEC
DAILY PROBABILITY OF PRECIPITATION
70%
LIGHT RAIN
60%
MODERATE RAIN 50% HEAVY RAIN 40% THUNDERSTORMS 30% 20% 10% 0%
JAN
FEB MAR APR
MAY JUN
JUL
AUG SEP
OCT
NOV DEC
WIND SPEED 20 MPH
DAILY AVERAGE.
18 MPH
DAILY MAX.
16 MPH
MAX. IN 25-75%
14 MPH
MAX. IN 10-90%
12 MPH
MIN. IN 10-90%
10 MPH 8 MPH 6 MPH 4 MPH 2 MPH 0 MPH
JAN
FEB MAR
APR
MAY JUN
JUL
AUG SEP
OCT NOV DEC
WIND DIRECTION 14% 11% 10% 8% 4%
5% 3%
6%
SITE ANALYSIS [ 43 ] RELATIVE HUMIDITY 100% 90%
HIGH
LOW DAILY AVERAGE
80%
25-75%
70%
10-90%
60% 50% 40% 30% JAN
FEB MAR APR
MAY JUN
JUL
AUG SEP
OCT
NOV DEC
DAILY HOURS OF DAYLIGHT 24H
NUMBER OF HOURS THAT THE SUN IS VISIBLE
20H 16H
MARCH 20 12:08H
12H
JUNE 20 14:06H
SEPT 22 12:07H
DEC 21 10:10H
8H 4H 0H
JAN
FEB MAR APR
MAY JUN
JUL
AUG SEP O CT
NOV DEC
31’ Above Sea Level
TOPOGRAPHY The site is highest at 37’ above sea level. It is lowest at 31’ above sea level which occurs at the loading dock pit.
37’ Above Sea Level
DRAINAGE/RUNOFF The site topography creates a run-off to both streets that run along the site. Since the majority of exposed surface is paved, this creates an environmental issue on the site. This reveals where the issues must be addressed in the site coordination and planning
GREEN SPACE There is a small green space on the site but it does not have a strong presence like the green space behind the neighboring store. This calls for an emphasis on green space to create an area of engagement. It needs a strong appeal to bystanders.
SITE ANALYSIS [ 45 ] WIND SPEED
SCHWEGMANN BUILDING
20 MPH
DAILY AVERAGE.
18 MPH
DAILY MAX.
16 MPH
MAX. IN 25-75%
14 MPH
MAX. IN 10-90%
12 MPH
MIN. IN 10-90%
10 MPH 8 MPH 6 MPH 4 MPH 2 MPH 0 MPH
JAN
FEB MAR APR
MAY JUN
JUL AUG SEP OCT NOV DEC
WIND DIRECTION
N
14%
WIND DIRECTION AND SPEED
11% 10% 8% 4%
5% 3%
6%
It helps to utilize its resources for cooling and possible wind energy harness on the site. It also reveals that the locations are on the North and Southeastern side of the site. BYSTANDER VIEWS It helps to demonstrate the focal points of the site that must be addressed to engage bystanders to inhabit the outside and inside space. It shows where a design emphasis should be made on this particular site and its size and impact on attraction.
VEHICULAR CIRCULATION It helps to understand how people currently approach the site and the lack of traffic on the site currently. It creates a chance to make revisions and the large area that can be transformed from a ghost parking lot to an engaging green space.
DAYLIGHTING It helps to see where shading is available and heat sensitive areas on the site occur. January 1
July 5 10:00AM 12:00AM 6:00PM
SITE ANALYSIS [ 47 ]
Understanding the climatic and existing conditions on the site can contribute to the Continuous Adaptability. It reveals that every site can have different conditions therefore the adaptability process must adapt and adjust to each setting. Having the knowledge of the existing structure and materials reveals where modifications can occur. It shows the limitations of the structure, such as load capacity along with spatial configurations. The old Schwegmann building reveals that the grid arrangement for this particular building is 23 feet by 36 feet with slight variations. This creates the standards and perimeters for pathways, zoning, etc. Through the analysis of the city of Hammond, a program and zoning ordinance can begin to create the initial programming for the building. The existing site conditions reveal the need for storm run-off control and a more efficient use of the landscape other than parking. Therefore, understanding and analyzing the three scales, city, site, and building, the Continuous Adaptability can begin to build on this information and incorporate it into the process.
SITE ANALYSIS [ 49 ]
REFERENCES:
City of Hammond. Hammond Comprehensive Master Plan. 2011. Web.
ENDNOTES:
1. City of Hammond. Hammond Comprehensive Master Plan. 2011. Web. 2. City of Hammond. Hammond Comprehensive Master Plan. 2011. Web. pg. 15.
IMAGES:
Images from page 27: 1.
“Southeastern Louisiana University.” Forbes.com. n.d. Online Image. http://www.forbes.com/colleges/ southeastern-louisiana-university/gallery/1 3. Google Earth 4. “Hammond Square.” Hammond Square. n.d. Online Image. http://www.hammond-square.com/Leasing. aspx 5. “Zemurray Park.” Action News 17. 1 May 2012. Online Image. http://www.actionnews17.com/Sports/ Waterfront/tabid/152/ArticleID/891/ArtMID/576/ Zemurray-closes-for-pond-revitalization-project. aspx 6. Google Earth A. Bassler, Bruce. Student -Architectural Graphic Standards. New York, NY: John Wiley & Sons, Inc., 2000. Print. B. Steel Joists and Joist Girders, Steel Roof and Floor Deck, Composite Joists. Cincinnati, Ohio: Vulcraft. n.d. Print. *Images not referenced are property of the author.
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PRECEDENT STUDIES [ 51 ]
PRECEDENT STUDIES Over the past decade, adaptive reuse designers and communities are recognizing the beauty and value that these boxes encompass. Three precedent studies, in particular, show a shift from private to public, bland to attractive values: the Denton Public Library, Centralia Senior Resource Center, and the Spam Museum. Each study reveals how a large, lifeless, box can change into a communal experience; that its transformation goes beyond the built structure. B
Before
After C
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DENTON PUBLIC LIBRARY Meyer, Scherer, & Rock Castle, 2006
The North Branch Denton Public Library went from an abandoned store, a ‘Ghostbox’, to an active space just on a larger scale. The site was a vacant 32,800-square-foot Food Lion grocery store with a large parking lot in Denton, Texas.1 The fact that it had previously been a grocery store made it a hard real estate to sell, but Meyer Scherer and Rockcastle Architects took on the challenge of revitalizing the building and giving it a new identity as a branch of the Denton Public Library System. The architects, MS&R, kept the building’s footprint but created a ‘new foreground’ that would suit the new transition. They transformed the 75 parking spaces into a green space consisting of trees and a xeriscape; the “new green zone creates a pedestrian–friendly environment that compliments the building′s new function, and helps connect the site to the surrounding neighborhood and an adjacent park.”2 A space that people saw as an eyesore became a glorified green space where people could enjoy the outdoors.
PRECEDENT STUDIES [ 53 ]
The emphasis on the green space around the building demonstrates that the landscape of concrete and asphalt can be transformed into an occupied space that engages with the community. It shows that transforming the negative image that a community has on big box structure does not lie within the boundaries of the walls but can extend to the site and can become a new public space.
2001
2011 D
D
PRECEDENT STUDIES [ 55 ]
A
A
Even though the footprint of the building stayed the same, MS&R used planes and volume arrangements to add character to the large barren faรงade. A new glass curtain wall along the west facade, composed of both translucent and transparent glazing, creates a scrim that softens its look and adds a level of intrigue about what goes on inside.2 The windows are frosted completely from the middle of the facade to the top and randomly placed in the grid below, which creates an interesting appearance that helps with the flat, box shape and adds depth to it while bringing in natural daylight.
The library is a great precedent study mainly for its structural transformation of the faรงade and core. It shows the possibilities that exist within a vacant form. The transformation from a solid, bland box to a well-lit, functional space was complete. The changes made to the faรงade and the allowance of daylight made this transformation possible along with other modifications. To continue to bring in daylight into the center, light monitors were placed down the length of the whole building. The linear strips of monitors are used to light up the spaces naturally, which seems to be an effective passive strategy and a great feature to bring light to the middle of the box. The diffused light is created by covered monitors that indirectly let light penetrate in without the heat gain.
A
A
PRECEDENT STUDIES [ 57 ]
The precedent study demonstrates how large vacant ‘supermarkets’, which seem to appear frequently, can become an enjoyment for the surrounding community. The building was stripped of its original identity, but was not problematic because the building was created from the result of the ‘suburban transformation’ without having a true identity. It was transformed from a commercial building to a communal space.
1998
2011 D
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CENTRALIA SENIOR CENTER Vierbicher Associates, 2003
In Wisconsin Rapids, Wisconsin, an old, vacant 85,000 square foot Wal-Mart was given a second life as the Centralia Senior Resource Center by Vierbicher Associates. However, when this big box was initially chosen as the new location for a senior citizen center, the community could not see past the negative image that this site had created for the community. They could only see the leaky roof; they [K]new that its vacancy had caused the mall to lose business, which in turn caused the downtown to lose business. It was simply culturally stigmatic to move the senior care facility into that dilapidated Wal-Mart building.3 Vierbicher Associates challenged this negativity; “Gary Becker, head project manager, said in the local newspaper…‘there are a lot of attributes to this site which are very attractive for redevelopment… it is like making a silk purse out of a sow’s ear.’”4 This precedent study reveals the negative image that a big box has on a community, but also shows how it can be transformed into a positive attribute. One factor that added to the success was the green space that was created from the footprint reduction. The building was 85,000 square feet and the architects felt that it needed to be reduced to avoid vacancy within the building; therefore, they removed 18,000 square feet. This reduction helped to create a green buffer space between the building and the traffic from the road. This area created a clear, natural view to the river. This demonstrates that the building size may need to be modified or reduced to be used to its full potential.
PRECEDENT STUDIES [ 59 ]
Another feature was the transformation of the faรงade. There were covered porches for the elderly added to soften the harsh box form. The use of dramatic entry ways at the east and south side created circulation nodes. Within the interior, skylights and window walls created a transparency effect to minimize the opaque effect that the big box once exhibited. The curved screen walls and soffits were used to soften hard edges and unit spaces through the circulation paths. The transformation of the interior and exterior to reduce the box-like appearance helped to create a node in the community that could be appreciated and utilized. The decision making and reasoning for removing part of the building footprint reveals that some big box footprints need reduction to provide a useful function.
B
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PRECEDENT STUDIES [ 61 ]
The Centralia Senior Center reveals how to transform a flat bare box into a natural lit building that has a defined faรงade. Also this precedent study illustrates the need to remove parts of the building mass in order to maintain a fully occupied building. This relates to the Schwegmann building since it is similar in size and needs the ability for natural light to penetrate into the deep interior. Also it shows how the reduction of the building footprint may be necessary due to the massive form.
B
SPAM MUSEUM Paulsen Architects, 2001
The Spam Museum in Austin, Minnesota begins to reveals a transformation that has many of the Continuous Adaptability concepts. Paulsen Architects demonstrate the connection to the community, the modular aspect, and other aspects. The Spam Museum, along with the Hormel Foods Headquarters, were part of a reused K-Mart that once created a long two block ‘ghostly’ and barren façade and overall site. This site provided access to the highway and provided a closer facility to the Hormel Campus (factory and offices) since new construction was too far from the city center.
PRECEDENT STUDIES [ 63 ]
The reuse of this big box created a chance to rejuvenate the community. “A museum is a great chance for a city to bring people from out of town into the city limits, and the Spam Museum spares no expense to making this a reality for Austin.”5 It drew in tourism for the downtown area, which enlivened the Central Business District (CBD) but also created a chance for the community to embrace their local heritage as the “Spam Town, USA” and bring life back into their town. According to the curator and archivist of the Spam Museum, Shawn Radford, the museum “averages over ten thousand visitors a year...’The location is just perfect, easy to get to from the highway and spills people right into the downtown;’” it would become Austin’s “Roadside Attraction.”6 Radford proceeds to make a statement about the big boxes’ value to bystanders stating: When it was empty, this building began to just fade away; nobody even noticed it after a few years. Sure, people drove by it all the time, but it seemed worthless. It was a mess, and the area had become crime-ridden due to the blight.6 B
PRECEDENT STUDIES [ 65 ]
Therefore, the area needs to be given a new, communal-oriented life. Hormel revealed the potential that this vacant, ‘deadweight’ building could have. Hormel felt “that this was actually a hub in the flow of the CBD” and that the renewal of this site “would unlock this part of town from its years of silence.”7 To create this flow, the architects and designers went beyond the walls of the building and its surrounding parking lot and created circulation through walkways leading to different parts of the city. They emphasized pedestrian-friendly planning that was integrated from the initial site to the community. They created connected paths to and around the lake that was located directly across the site, as well as, paths leading to the CBD. Vehicular circulation was influenced by a more private area for the Hormel Headquarters and a larger lot for the public. The public parking lot had added greenery, such as grass and shrubs and trees, and a wrought-iron fence that went around the entire complex. Both softened the exterior of the big box to make it less pronounced along with adding picnic tables along the new walkways.
Pedestrian Traffic
Vehicular Traffic (Red=private; Blue=public) B
B
B B
PRECEDENT STUDIES [ 67 ]
The main components that make this precedent study so captivating are the design application in the interior. The open space of the layout is always cited as an accommodating building plan to start with, because it is often easier to add to a building than it is to remove components from the structure.8 The open space creates a chance for innovation within spatial configurations. This flexibility in the space is great for programs like an office. The application of small movable walls creates a mild form of modularity. They are light and allow air to move through them, as well as, being sound absorbent. This “spatial flexibility” enables “the interior flow of the space [to] be updated as times change.”9 The MEP of the building reveals creative strategies within the working components of the building. The building uses a geoexchange heating and cooling system to create a more energy efficient application. This application, along with the placement of the HVAC and electrical, creates sustainable, flexible concepts. The HVAC and electrical were placed under the floor; therefore, the floor was raised 12 inches to prevent damage during flooding. The floor is divided into panels creating easy access. To further enhance the energy efficient quality of the building, the roof material and lighting helped to create a more sustainable building. The roofing material is reflective allowing for the reduction in the heat load from the solar radiation. Lighting is monitored to control usage based on daylight, occupancy, and time schedule. The techniques used and the strong impact this transformation made on the community reveals that a negative attribute can transform a town and it people in a positive way. It can strengthen the cultural and economic aspects of a community. Therefore, the use of a big box in the transformation of the area can be a critical component in Continuous Adaptability. The use of access floors for the MEP is a method that can be incorporated in the Continuous Adaptability process to enhance the ability to change and create an efficient way of adapting the mechanical systems.
PRECEDENT STUDIES [ 69 ]
REFERENCES:
Architectural Record.“Denton Public Library North Branch.” Architectural Record. n.d. Web. 17 Feb. 2012. http:// archrecord.construction.com/projects/bts/archives/ libraries/06_Denton/overview.asp Christensen, Julia. Big Box Reuse. Cambridge, Massachusetts: MIT Press, 2008. Print.
ENDNOTES:
1. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. p. 69. 2. Architectural Record.“Denton Public Library North Branch.” Architectural Record. n.d. Web. 17 Feb. 2012. http:// archrecord.construction.com/projects/bts/archives/libraries/06_ Denton/overview.asp 3. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. p. 62. 4. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. p. 63. 5. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. p. 130. 6. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. p. 133. 7. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. p. 134. 8. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. p. 135. 9. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. p. 142.
IMAGES:
A. Sieger, Pete. “Denton Library.” 29 October 2006. Online image. Flickr Gallery. http://www.flickr. com/photos/peterjsieger/282577423/in/set72157594350347311/ B. Christensen, Julia. Big Box Reuse. Cambridge, Massachusetts: MIT Press, 2008. Print. C. Dunham-Jones, Ellen and June Williamson. Retrofitting Suburbia: Urban Design Solutions for Redesigning Suburbs. Hoboken, New Jersey: John Wiley & Sons, Inc., 2009. Print. D. Google Earth *Images not referenced are property of the author.
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PROGRAM+CODE [ 71 ]
PROGRAM+CODE When assigning program, there must be two main components to consider: assigned placement for programs with different privacy needs, and communityâ&#x20AC;&#x2122;s needs and culture. For Continuous Adaptability to exist there must be some set of parameters that can create smooth transitions along with successful application of programs that give to the community.
PLACEMENT OF PRIVATE VS. PUBLIC
Understanding the possible programmatic areas begins with addressing the general placement of public, semi-private, and private conditions. Since the parking lot causes distraction to bystanders, moving the parking areas to the outside edges of the property opens up more possibilities on the site, which will be further discussed in the Form+Systems chapter. Therefore, to enhance the threshold of the public and private sections, the more private portions of the building will occur as space moves away from the large open green area or the parking areas. However, this is just one approach to the program and floorplan configuration.
PROGRAM+CODE [ 73 ]
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To create a space of Continuous Adaptability, two major constraints must be addressed: the mechanical, electrical, and plumbing room placement, and designing for the most restrictive building code. Therefore, the placement of the spaces should consider varies programmatic situations and create zones and corridors to minimize the need for major renovation as the program may change. Along with these MEP spaces, there are also permanent restroom facilities to minimize the need for new construction as spaces change and to help to maintain plumbing codes, ADA requirements, and other factors.
Permanent spaces Plumbing Room Mechanical and Electrical Room Bathrooms
PROGRAM+CODE [ 75 ]
C1 = Corridor 1 C2 = Corridor 2 360 Max. amount of occupancy exiting at once at those doors
EXIT 5 180
360
EXIT 2 MECH. RM. 203
MECH. RM. 204
PLUM. RM. 304
PLUM. RM. 303
4 PLUM. RM. 306 MECH. RM. 202
PLUM. RM. 302 PLUM. RM. 301
4 C2 5
Longest travel distance to exit for each pathway: 1 =104’ 2 =60’9” 3 =116’ 4 =114’ 5 =110’ 6 =110’
360
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EXIT 3
MECH. RM. 205
180
360
360
EXIT 1
PLUM. RM. 305
3 1 C1 2
Once the permanent spaces are created the corridors need to be addressed. Therefore, there must be an understanding of programmatic limitations. Occupancy group exclusions due to extra requirements and space specifications are A-5 (outdoor space), factory group F and high-hazard group H (due to hazards and special equipment requirements), storage group S, and utility and miscellaneous group U. The occupancy load, using the most restrictive building code and applying it to the full building, is 2070 (A-2), given that the corridors, and mechanical and plumbing rooms are not included in the square footage. Therefore, at least 4 exits most be included into the design and become permanent elements.
EXIT 6
To maintain flexibility and adaptability within the space, modular walls are used for both the exterior and interior. These walls, other structural components, and material are constructed and assembled using the most restrictive building code and other requirements. Details are shown in the next two chapters.
PROGRAM+CODE [ 77 ] Modular Exterior Walls Opaque Walls for Privacy and/or Thermal Control 3 hour fire resistance rating Glass/Transparent Walls for More Public Uses
Modular Interior Walls within a Particular Program/Occupancy Group 24’ Partition Walls (Access Floor to Roof Joist)
Modular Interior Walls Used as Separation Barriers Between Program/Occupancy Groups 28’ Fire Walls (Slab To Roof) 3 hour fire-resistance rating
Permanent Interior Walls 28’ Fire Walls (Slab To Roof) 3 hour fire-resistance rating
All Columns and Roof Structural Members provide a 3 hour Fire Resistance Rating One Wall/Space Configuration
INITIAL CONDITIONS: COMMUNITY+ PROGRAM Southeastern University
Downtown/ Historic District
Through the investigation of the precedent studies in the previous chapter, there is a clear connection between the community and the program assigned to the revived ghost boxes. This same connection must be created for the success of Continuous Adaptability. Continuous Adaptability has the flexibility to not only adapt over time but also adapt to communal and cultural needs. Therefore, the process is not limited to any particular program. The Hammond case study will show potential configurations that could exist after the initial Continuous Adaptability process. After a crucial analysis of the city of Hammond, as shown in the Site Analysis chapter, there are four areas that create the identity of the city: education, heritage and culture, growth through commercial, and parks.
Hammond Square Shopping Center Major areas of Focus for Program
PROGRAM+CODE [ 79 ] Educational: Southeastern Louisiana University Applicable aspects: -Emphasis in fine arts and liberal arts -Student life
A
Heritage and Culture: Historic Downtown Applicable aspects: -Emphasis in fine arts and liberal arts -Community -Restaurants and bars (active day and night life)
Growth through Commercial: Hammond Square Applicable aspects: -Promotes growth -Activates Area
B
Parks and Recreation: Zemurray Park Applicable aspects: -Community; green space -Attraction -Engages the natural environment
C
BUILDING OCCUPANCY CLASSIFICATION (IBC 2012)1
Once the program is established, general placement of occupancy is arranged based on the privacy scheme shown on the first page of the chapter. The building occupancy classification requirements and the proposed reveal the flexibility of the space and the minimal construction needed along with the modular system, which is demonstrated in the next chapter. General code overview for the building is as follows with most restrictive code: -Structural Frame Fire Protection: -Construction Type: II-A Required: 1 Hour -Allowed Height: 65 ft. Provided: 3 Hours Provided Height: 28 ft. *All columns are 3 hour fire rated using -Allowed Stories: 3 gypsum board. Roof and other exposed Provided Stories: 1 structural members are coated in a liquid fire -Automatic Sprinkler: Yes proofing.
Assembly A-1 Area Limitation: 15,500 sq. ft Floor Area: 9,615 sq. ft Occupancy Load: 497
Business B Area Limitation: 37,500 sq. ft Floor Area: 8,120 sq. ft Occupancy Load: 58 Mercantile M Area Limitation: 21,500 sq. ft Floor Area: 5,318 sq. ft Occupancy Load: 81
Residential R-2 Area Limitation: 24,000 sq. ft Floor Area: 9,874 sq. ft Occupancy Load: 39 Total
program+Code [ 81 ]
24’ Partition Walls -Required Fire Rating: N/A -Provided Fire Rating: 3 Hours, except Residential Area, which is 1 Hour. 28’ Fire Barrier Assemblies Occupancies’ Fire Areas -Required Fire Rating: 2 Hours -Provided Fire Rating: 3 Hours
between
Incidental Accessory Occupancy Walls -Required Fire Rating: 1 to 2 Hours -Provided Fire Rating: 3 Hours Exterior Walls -Required Fire Rating: 1 Hour -Provided /fire Rating: 3 Hours
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Retail Print Shop Professional Office Architecture Firm Performance Theatre Apartments
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program+Code [ 83 ] 1 2 3 4 5 6 7 8 9 10 11
Retail Bar Bank Animal Hospital Beauty Shop Antique Retail Professional Office Outpatient Clinic Day Care Art Gallery Restaurant
Mechanical and Electrical Room
Permanent Restrooms
Plumbing Room
(M) (A-2) (B) (B) (B) (M) (B) (B) (B) (B) (A-2)
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To create further flexibility, the placement of temporary/additional restrooms should be placed thoughtfully so that they can be transformed to fit other program configurations with minor modification to plumbing
Additional Placement of Bathrooms for Apartments
Large Commercial Space with ADA approved Restrooms
program+Code [ 85 ]
Program flexibility allows for ease in tenant transition but also reduces and even eliminates the major renovation process that accompanies new ownership. Continuous Adaptability creates a variety of potential options for the space but also creates a space that addresses major code regulations within the initial design. Modular walls and placement of permanent and temporary elements create an adaptability process that is smooth and beneficial to the environment through the waste factor. Once the program and multiple arrangements are delineated, other parameters can be established in the most flexible manner, which further develops the form and systems, which is discussed in the next chapter.
program+Code [ 87 ]
resources:
ENDNOTES:
International Code Council. 2012 International Building Code. n.p, 1. International Code Council. 2012 International Building Code. 2011. Web. n.p, 2011. Web.
Images:
*Images not referenced are property of the author.
form+assembly [ 89 ]
PROGRAM ZONES FOR HVAC
Form+Assembly Continuous Adaptabilityâ&#x20AC;&#x2122;s transformation process creates an opportunity for a ghost box to be given life. However, for this transformation to be successful, establishing a continuous occupancy of the building is crucial.
Form Overview
form+assembly [ 91 ]
Continuous Adaptabilityâ&#x20AC;&#x2122;s transformation process creates an opportunity for a ghost box to be given life. However, for this transformation to be successful, establishing a continuous occupancy of the building is crucial. Therefore, there is a need for flexibility in program. To establish Continuous Adaptability, the building will follow the most stringent occupancy codes. This reduces and, in many cases, eliminates the need for major renovation and provides a flexible program space along with permanent and well-established elements within the building such as: -Pathways -Communal space -Zoning areas -Restrooms -Entry ways All of these elements and their placements are influenced by the mechanical, electrical, and plumbing systems. Also, the programs and initial zoning areas must be established by the demand of the community. With the incorporation of the modular and grid system design, as the community and other elements change or advance, the building can adapt continuously to further reveal its value.
Existing Building and Site
Curving pathways that will remain as permanent, non-changing circulation that will allow minimal disruptions as the building adapts
Landscape planning and further designing
Moving parking to the rear and side of building to maximize green space and to create better visibility to the bystanders.
Dividing the space into particular program functions and to figure out permanent spaces that are designated communal space.
form+assembly [ 93 ] Removal of excess space and parking lot
Removing excess space to allow for natural daylight to penetrate the spaces
Spatial configurations electrical components
for
Spatial configurations for plumbing components (in orange) and placement of permanent restrooms (in grey)
material+structure
form+assembly [ 95 ]
The materials and structure used in the initial developments of the Continuous Adaptability process involve the integration of existing and new components to maintain a sustainable effect in the renovation process. Once the structure and shell of the building are modified, the core of the building can be rearranged and adjusted over time to meet the needs of the occupants, the community, and the environment without major alterations.
Material: Existing
Brick Brick can be disassembled and reused on the site. Some brick walls will remain in place to act as trombe wall.
Utilizing the materials that are already on site can create a more sustainable quality. Reusing and recycling materials and products Reduce[s] the demand for virgin materials and reduces waste, there by lessening impacts associated with the extraction and processing of virgin resources.1 The materials used to construct most big boxes are common materials that can easily be reused or recycled on or off-site creating a more transformation.
Concrete Panels The concrete panels can create an initial stage for grid panels for the facade to create adjustable exterior walls. Also they can remain in certain spaces and have a brick veneer or other veneers applied to them.
Concrete The concrete parking lot can be extracted and crushed on-site and reused as gravel in the bioswales and to make porous concrete. It also can be recycled and turned into pouring concrete for other processes on site like walkways or additional foundation support.
form+assembly [ 97 ]
Material
Removal Strategy for Recycling and Reuse
Masonry On-Site Crushing
Careful Extraction Brick
Gravel/Porous material for landscaping and bioswales
Brick Pavers for parking islands and sidewalks
Concrete Cast-In-Place Concrete for sidewalk foundation, planters, concrete panels, Etc.
Precast Concrete Panels Not Insulated
On-Site Crushing
Porous Concrete for parking lot
Gravel/Porous material for landscaping and bioswales Cast-In-Place Concrete
form+assembly [ 99 ]
existing vs. new structure
GRID SYSTEM: -Applicable to structure and building footprint -Simple and fast production
ROOFING: -Basic steel decking roof with concrete fill and usually a parapet (either aluminum or masonry/ concrete)
ROOFFRAMEAND COLUMNARRANGEMENT: -Steel frame (Open web joist an girder system) -Durable -Open Space for flexible spatial configurations
FOUNDATION: -Basic 6â&#x20AC;? reinforced concrete slab with slab edges -Square footings with anchored column plates that are welded to columns
Original Structure
form+assembly [101]
VERTICAL STRUCTURE -Add hollow steel tubes for modular exterior wall attachment. (See Assembly section)
Continuous Adaptability Structure
Exterior mATERIAL systems+ASSEMBLY
Understanding the exterior wall conditions, materials, and assembly is a crucial aspect of the Continuous Adaptability process. Understanding how exterior walls can be erected onto the building with ease and simple assembly, while not harming the structural integrity of the building during the transformation process is revealed and embedded in the Continuous Adaptability design. Therefore, two systems were analyzed to create the most flexible system for transformation of the exterior walls and their connection to the structure: the glass curtain wall system and the precast concrete panel system.
form+assembly [103]
Typical Concrete Panel Connection
ge configuration without prior notice when deemed t.
Laws and building and safety codes governing the design and use of glazed entrance, window, and curtain wall products vary widely. Kawneer does not control the selection of product configurations, operating hardware, or glazing materials, and assumes no responsibility therefor.
Laws and Laws building and building and safety and codes safety governing codes governing the design the design and useand of glazed use of glazed entrance, entrance, window,window, and curtain and curtain wall products wall products vary widely. vary widely. Kawneer Kawneer does not does control not control the selection the selection of product of product configurations, configurations, operating operating hardware, hardware, or glazing or glazing materials, materials, and assumes and assumes no responsibility no responsibility therefor.therefor.
Looking at typical connections and using them and merging them into one connection, can help to eliminate the need to remove certain bolts that could harm the structure. Also it can make the transition between wall types easier and more flexible.
FEBRUARY, 2012
EC 97911-37
© Kawneer © Kawneer Company, Company, Inc., 2012 Inc., 2012
Common connections transformed
Kawneer Kawneer reserves reserves the rightthe toright change to change configuration configuration withoutwithout prior notice prior when noticedeemed when deemed necessary necessary for product for product improvement. improvement.
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Actual project conditions will determine specific anchor design. De
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E DaTe
1 PlaN DeTaIl-- coNc. PaNel wall coNNecTIoN
DrawN By
3"=1'
ProDuceD By aN auToDesK sTuDeNT ProDucT ProDuceD By aN auToDesK sTuDeNT ProDucT
3 PlaN DeTaIl-- glass c.w. coNNecTIoN
A A
3"=1'
B
TuDeNT ProDucT
K sTuDeNT ProDucT
coNs
Proposed Connection (See Final Documents for details)
2 PlaN DeTaIl-- coNc. PaNel wall aND glass c.w. coNNecTIoN 3"=1'
B
Assembly Louvres Concrete parapet Standard steel roof decking
5/8” Thin brick Hi-Bond veneer mortar Scratch base coat Steel wire lath Reinforced precast concrete panel
A
3/4” Steel stud, shear connector
L4x3x3/8 steel angle
3/8”x6”x6” steel plate welded to stud l6x4x3/8 steel angle (2) 1/2”x4 1/2”x2” hollow steel tube
Concrete Panel Wall Connection
Aluminum frame for shading device Existing w10x77 steel wide flange column encased in 3 layers of 5/8” gypsum board for 3 hour fire rating 3/4” thick steel plate welded to existing column
1/2” A490 bolt Reinforced concrete foundation wall
form+assembly [107]
A 5/8” Thin brick Hi-bond veneer mortar Scratch base coat Steel wire lath Reinforced precast concrete
panel
Sealant and back rod
Existing w10x77 steel wide flange column encased in 3 layers of 5/8”
gypsum board for 3 hour fire rating
Energy star qualified R-4 rigid foam insulation
3/4” thick steel plate welded to existing column Steel fire rated access panel embedded into adjacent wall and sealed at column drywall connection
B Double glazed, low-e glass, insulated 1/8â&#x20AC;? Hollow aluminum vertical structural mullion
Horizontal aluminum mullion, various heights
Horizontal mullion that runs along the edges of the curtain wall
Glass Curtain Wall Connection
form+assembly [109]
B Double glazed, low-e glass, insulated
1/8â&#x20AC;? Hollow aluminum vertical structural mullion Horizontal aluminum mullion, various heights Exposed steel and other structural members are coated with a thin fire proofing paint
material+structure [111]
endnotes:
1. USGBC. LEED 2009 for New Construction and Major Renovation. November 2008. Web. 18 Feb. 2013. http:// www.usgbc.org/ShowFile.aspx?DocumentID=5546.
Images:
A. Wall Panel Design Data. Hanson Structural Precast Midwest, Inc., 1 March 2008. Web. B. â&#x20AC;&#x153;1600 Wall System.â&#x20AC;? Kawneer Company Inc., Feb. 2012. Web *Images not referenced are property of the author.
A
systems+leed [113]
systems+Leed `The electrical, mechanical, and plumbing are all placed and integrated into the grid of wall and floor panels. Therefore, if there is a need for the resource it can be easily accessed and repaired in the most efficient manner. To enhance this system, there are different zones that address the different MEP needs of each type of occupancy and merges some occupancy water and energy supply together to gain the most efficient use of the utilities.
`The electrical, mechanical, and plumbing are all placed and integrated into the grid of wall and floor panels. Therefore, if there is a need for the resource it can be easily accessed and repaired in the most efficient manner. To enhance this system, there are different zones that address the different MEP needs of each type of occupancy and merges some occupancy water and energy supply together to gain the most efficient use of the utilities.
systems+leed [115]
1
2
1
Mechanical, Plumbing, and Permanent Restrooms
2
1’8” High Tate Access Floors
3
HVAC System (Underfloor Air Distribution with VAV Perimeters and Swirl Diffusers)
4
Electrical Wiring and Data Cables
5
Plumbing Lines
6
Foundation Slab
3
4
5
6
ELECTRICAL ZONE 1
Supplied to Performance Hall/ Assembly Area Energy Source/Storage Electrical Lines
ELECTRICAL ZONE 2
Supplied to Retail Space Energy Source/Storage Electrical Lines
systems+leed [117]
ELECTRICAL ZONE 3 AND 4
Supplied to Commercial Space Energy Source/Storage Electrical Lines
systems+leed [119]
ELECTRICAL ZONE 5 AND 6 Supplied to Residential Space Energy Source/Storage Electrical Lines
PLUMBING ZONE 1
Supplied to Performance Hall/Assembly Area and Retail Space Water Source/Storage Plumbing Lines Main Water line
systems+leed [121]
PLUMBING ZONE 2 AND 3
Supplied to Commercial Space Water Source/Storage Plumbing Lines Main Water line
PLUMBING ZONE 4 Supplied to Residential Space Water Source/Storage Plumbing Lines Main Water line
systems+leed [123]
PROGRAMZones ZONES FOR Program ForHVAC HVAC and Entrances to Spaces Each occupancy group has its own HVAC supply
1. Performance Hall/ Assembly Area 2. Retail Space 3. Commercial Space 4. Residential 5. Corridor
Water Source/Storage Energy Source/Storage Restrooms Entrances/Pathways
Using the Tate system helps with under air distribution, which is more beneficial than overhead distribution because it is directly being delivered to the occupants. Also the system helps with organizing data services, wiring, and other features to create an ease in the system. It creates the opportunity for direct service to the system if the need arises.
A
systems+leed [125]
rvice ns
Tate PVD Servicenters™ provide point of use power, voice and data services anywhere on the floor plate
Modular and relocatable VAV or passive diffusers provide increased personal comfort control
Tate PosiTile® carpet providing one-to-one "indexable" fit to panel – no messy adhesive required
Underfloor VAV perimeter solutions provide both heating and cooling capability
h performance
dress a variety
ese needs
g personal
organizational
ng material
hetic value of
onstruction
, you’ll be
the perfect
d sustainable
gh superior
coustics
trol
onal changes
m with com-
pacity.
lectrical and operation,
ng wires,
y
to significant
rfloor pre-fab-
nd mainte-
Tate ConCore® access floor system – welded steel floor panel, filled internally with lightweight cement for the ultimate in strength and acoustic performance
adaptable
6
‘Plug & play’ modular power wiring system saving valuable construction time and facilitating quick and easy reconfigurations
Underfloor service pathway accommodates any type of voice and data system approach, from homerun to passive or active zone cabling
Tate PosiLock™ understructure – positive positioning and lateral retention of floor panels with a wide range of finished floor heights
7
A
LEED-Gold certification Along with building codes, this project meets the requirements needed to be certified as a LEED Gold project. This certification is crucial to the project to ensure the greenest possible life cycle of the building. The following are the credits that were accomplished in this design.
LEED 2009 for New Construction and Major Renovations Project Checklist
Sustainable Sites Prereq 1 Credit 1 Credit 2 Credit 3 Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5.1 Credit 5.2 Credit 6.1 Credit 6.2 Credit 7.1 Credit 7.2 Credit 8
Construction Activity Pollution Prevention Site Selection Development Density and Community Connectivity Brownfield Redevelopment Alternative Transportation—Public Transportation Access Alternative Transportation—Bicycle Storage and Changing Rooms Alternative Transportation—Low-Emitting and Fuel-Efficient Vehicles Alternative Transportation—Parking Capacity Site Development—Protect or Restore Habitat Site Development—Maximize Open Space Stormwater Design—Quantity Control Stormwater Design—Quality Control Heat Island Effect—Non-roof Heat Island Effect—Roof Light Pollution Reduction
Water Efficiency Prereq 1 Credit 1 Credit 2 Credit 3
Prereq 2 Prereq 3 Credit 1 Credit 2 Credit 3 Credit 4 Credit 5 Credit 6
Credit 1.1 Credit 1.2 Credit 2 Credit 3
26 1 5 1 6 1 3 2 1 1 1 1 1 1 1
10 2 to 4 2 2 to 4
Possible Points:
Fundamental Commissioning of Building Energy Systems Minimum Energy Performance Fundamental Refrigerant Management Optimize Energy Performance On-Site Renewable Energy Enhanced Commissioning Enhanced Refrigerant Management Measurement and Verification Green Power
Materials and Resources Prereq 1
Possible Points:
Water Use Reduction—20% Reduction Water Efficient Landscaping Innovative Wastewater Technologies Water Use Reduction
Energy and Atmosphere Prereq 1
Possible Points:
Possible Points:
Storage and Collection of Recyclables Building Reuse—Maintain Existing Walls, Floors, and Roof Building Reuse—Maintain 50% of Interior Non-Structural Elements Construction Waste Management Materials Reuse
35
1 to 19 1 to 7 2 2 3 2
14 1 to 3 1 1 to 2 1 to 2
systems+leed [127]
Materials and Resources, Continued Credit 4 Credit 5 Credit 6 Credit 7
Recycled Content Regional Materials Rapidly Renewable Materials Certified Wood
1 to 2 1 to 2 1 1
Indoor Environmental Quality Prereq 1 Prereq 2 Credit 1 Credit 2 Credit 3.1 Credit 3.2 Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5 Credit 6.1 Credit 6.2 Credit 7.1 Credit 7.2 Credit 8.1 Credit 8.2
Possible Points:
Minimum Indoor Air Quality Performance Environmental Tobacco Smoke (ETS) Control Outdoor Air Delivery Monitoring Increased Ventilation Construction IAQ Management Plan—During Construction Construction IAQ Management Plan—Before Occupancy Low-Emitting Materials—Adhesives and Sealants Low-Emitting Materials—Paints and Coatings Low-Emitting Materials—Flooring Systems Low-Emitting Materials—Composite Wood and Agrifiber Products Indoor Chemical and Pollutant Source Control Controllability of Systems—Lighting Controllability of Systems—Thermal Comfort Thermal Comfort—Design Thermal Comfort—Verification Daylight and Views—Daylight Daylight and Views—Views
Innovation and Design Process Credit 1.1 Credit 1.2 Credit 1.3 Credit 1.4 Credit 1.5 Credit 2
Innovation in Design: Specific Innovation in Design: Specific Innovation in Design: Specific Innovation in Design: Specific Innovation in Design: Specific LEED Accredited Professional
Possible Points: Title Title Title Title Title
Regional Priority Credits Credit 1.1 Credit 1.2 Credit 1.3 Credit 1.4
Total
Regional Regional Regional Regional
Priority: Specific Priority: Specific Priority: Specific Priority: Specific
15
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
6 1 1 1 1 1 1
Possible Points: 4 Credit Credit Credit Credit
1 1 1 1
Possible Points: 110
systems+leed [129]
resources:
USGBC. LEED 2009 for New Construction and Major Renovation. November 2008. Web. 18 Feb. 2013. http://www.usgbc.org/ShowFile. aspx?DocumentID=5546.
Images:
A. Tate Access Floors Inc. “Nu-Life: Renovation & Modernization of Existing Workspace.” 2004. Web.
*Images not referenced are property of the author.
MID-REVIEW [131]
MID-REVIEW The mid-review emphasized on the grid system and its interaction with zoning and programming. Also it began to demonstrate the remodel of the landscape and its engagement and interaction with the community.
SITE review The land manipulation was a major factor to address storm run-off as well as creating an engaging atmosphere to a bystander. The bioswales collect the run-off of the site but also is positioned to collect run-off on the roads to benefit the community. The vegetation is made up of native grasses, trees, and shrubs that benefit the bioswale and that grow rapidly, particularly the trees.
Extending the grid into the landscape
MID-REVIEW [133]
Mid-review Assessment -There is a need for a stronger connection between the site and building. -Make a clear connection between the exterior and interior space. -Possibly rethink removing the parking because it can make the site less flexible. -To maximize flexibility, there should be more parking areas, grass and permeable pavements, and parking for events. -Create an adaptability of the landscape so that it can transform as the building as the program change.
Program review The grid system and material usage create the different programs through an investigation in privacy verses public.
MID-REVIEW [135]
Assembly and material review There is a relationship between a hard surface, brick and concrete, and light, transparent surfaces, the glass. This relationship creates a thresholds of the programs and their level of privacy. Also the assembly reveals a modular and adaptive quality. The model shows the structure along with the access floors and reflected ceiling. The assembly of the model revealed how the building needed to be assembled and revealed the flaws and order of assembly that is needed to create aesthetic quality needed to further reveal the value of the building.
Mid-review assessment -There needs to be more delineating with the limits, there needs to me an armature connecting the spaces. -Modifying to allow for adaptability. -Create a range between spatial requirements and flexibility. -In the current design, the building is not any less likely to be vacant now; therefore the building criteria needs an interesting aspect. -There does not need to be a program. Make the wall and floor systems, and their configurations work together to make the design, not the program. -There needs to be other configurations/floor plans of the building to emphasize flexibility. -There needs to be a focus on the wall system that is adaptable. Do they change in thickness and material as needed for the building code and program requirements? -There needs to be a combination of visibility and value, which is concepts in the Continuous Adaptability process
MID-REVIEW [137]
conclusion There needs to be a clear connection between the site and the building. One area of focus is the way of entering the building since it has a 2 foot access floor. The conclusion was using concrete walkways that slowly ramp up, like a promenade, on the West and South side of the building. The other entrances will use a ramping access floor inside the building. Also there is a need for a concentration on a new exterior wall assembly that could make the exterior facade as flexible as the interior walls. Analyzing concrete wall panels and other curtain wall assemblies, the investigation of a new wall assembly can begin to form. The interior walls and structure, to maintain flexibility, will use the most stringent building code for the applicable programs to create an ease in the Continuous Adaptability process. Therefore, this will create the opportunity for multiple configurations to be proposed for the building and the site.
Final documents [139]
Final Documents
A402 2
34'
Construction Documents 33'
PROPOSED CONCRETE SIDEWALK
FIRE HYDRANT
7' -
41
/2"
25' - 0"
VENICE AVENUE 34'
ADAPTABLE ARCHITECTS
CURB RADIUS
S. 270°0'0" E. 569'10" FRONT YARD SETBACK
EXISTING STORM DRAIN
15' - 0"
POROUS GRAVEL AND CONCRETE MIX SURFACE MADE FROM RECYCLED MATERIAL FROM SITE
ABBREVIATIONS
PRODUCED BY AN AUTODESK STUDENT PRODUCT NEW STORM DRAIN
BRICK PARKING ISLAND
GENERAL NOTES
LIGHT FIXTURE
23' - 9"
33'
NEW STORM DRAIN
SLOPE
5' - 0" 3' - 4" 8' - 9 1/2" 10' - 1"10' - 10" 10' - 10"9' - 11"
93' - 8 1/2"
18' - 1" 3' - 0" 18' - 1"
EXISTING UTILITY POLE 32'
149 REGULAR PARKING SPACES 8 HANDICAP PARKING SPACES
75' - 0"
18' - 1"
ADAPTABLE ARCHITECTS
24' - 6 1/2"
36' - 7 1/2"
11' - 5"
105' - 5 1/2"
144' - 2"
N. 0°0'0" E. 531'0"
106' - 6"
39' - 10 1/2"
6' - 0" 7' - 1"
5' - 9 1/2"
CITY OF HAMMOND 310 E. CHARLES STREET HAMMOND, LOUISIANA
CONSULTANTS
1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
145' - 9 1/2"
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING
MATERIAL
1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
SCHWEGMANN RENOVATION 1000 ROMA AVENUE HAMMOND, LOUISIANA PROJECT NUMBER
1231232
KEY MAP
25' - 0"
15' - 0"
3' - 7"
GRAPHIC SYMBOLS
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL
105' - 0"
18' - 4"
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
56' - 4"
S. 0°0'0" E. 531'0"
6"
INDEX OF DRAWINGS
1/32"=1'-0"
INSUL. INT.
INSULATION INTERIOR
WC WR W W/ W/O WD.
WATER CLOSET WATER RESISTANT WEST WITH WITHOUT WOOD
1 1
1
A 201
A101 1 ELEVATION TAG A402
TRUE NORTH
1
1 TITLE
NAME EL. HEIGHT
SCALE
RM NAME 101
5'-0"
SITE PLAN
SITE PLAN
A 301
FLOOR PLAN
A 401 A 402
BUILDING ELEVATIONS BUILDING ELEVATIONS
A 501
SITE SECTIONS
A 601 A 602 A 603 A 604 A 605
WALL SECTIONS WALL SECTIONS WALL SECTIONS EXT. WALL DETAILS EXT. WALL DETAILS
1/32"=1'
DATE
4/26/13
SCALE
DRAWN BY
LMH
CHECKED BY
A201
UEM
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS NO.
1
DATE
COMMENTS
3/21/13
DIMENSION LINE
DETAIL:SHEET
INFORMATION SHEET DATE
4/26/13
SCALE
NTS
DRAWN BY
LMH
CHECKED BY
UEM
A101
PRODUCED BY AN AUTODESK STUDENT PRODUCT
SITEINCHES PLAN 1IN. INCL. INCLUDE
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
21'
WALK
CITY OF HAMMOND
EXISTING RETAIL BLG.
TO THE FOLLOWING NOTES SHALL APPLY UPTHROUGHOUT: JC. JANITORS CLOSET ABOVE FINISHED FLOOR DRAIN 310 E. CHARLES STREET JT. JOINT ACCESS DOOR 10' - 9 1/2" 1. WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BYLAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATION AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 7' - 9" 7' - 10 1/2" 14' - 4 1/2" HAMMOND, LOUISIANA JST. JOIST ACCESS FLOOR 2. THE CONSTRUCTION CLASSIFICATION OF THE BUILDING IS CONSTRUCTION GROUP TYPE II-A, IN WHICH THE STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY THE 2009 INTERNATIONAL BUILDING CODE. THE CONSTRUCTION ACCESS FLOOR RAMP ELEMENTS SHALL BE OF THE REQUIRED MINIMUM FIRE RESISTANCE RATINGS AS OUTLINED IN SECTION 602, TABLE 601 OF THE IBC AND FURTHER DEFINED IN CHAPTER 7 OF THE IBC. C.J., TYP. KIT.VEGETATIONKITCHEN ADDITIONAL 34'-5" ABOVE BIOSWALE WITH NATIVE WITH SEA LEVEL CRUSHED STONES AND RECYCLED BRICK LAM. LAMINATE ADJUSTABLE 3. ALL WORK SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. UP LAV. LAVATORY AIR CONDITION SLOPE ROOF DRAIN TO BRICK PAVERS WITH SAND AND 4. THE WORK COMPLIES WITH THE REQUIREMENT TO OF THE 2009 COMMERCIAL ENERGY CONSERVATION. GROUND GRAVEL BASE SIDEWALK ROOF DRAIN LEVEL ALUMINUM 31' LEV. DRAIN TO GROUND CONNECTION/SOURCE LTG. LIGHTING APPROVED 5. STREET IMPROVEMENTS ON ROMA AVENUE AND VENICE AVENUE ARE INCLUDED IN THE SCOPE OF WORK AND SHOWNWATER ON BUILDER’S PLAN. 30' LP LOW POINT APPROXIMATE SOLAR EXISTING UTILITY POLE 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. 29' ABOVE SEA LEVEL PANELS AREA DRAIN SLOPE TO DRAINSHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, SECURE AND PAY FOR THE REQUIRED CONSTRUCTION PERMIT(S), FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. MAINT. MAINTENANCE ALUMINUM FRAME ARCHITECTURAL 7. THE CONTRACTOR SHADING DEVICE AT 27' MATERIAL 30' MATL. AT ABOVE SLAB (HATCHED 8. APPLICATION FOR THE CONSTRUCTION PERMITS SHALL BE PROCESSED THROUGH THE FACILITIES INSPECTION DIVISION OF THE AUTHORITY. MAXIMUM AUTOMATIC TO REVEAL SIDEWALK 31' MAX. ROOF DRAIN TO SLOPE CONDITIONS) MECH. MECHANICAL EXISTING STORM DRAIN PLUMBING 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WORK PERMITS, SIGN-OFFS AND LETTERS OF COMPLETION. 21' - 3" TO ROOM MTL. METAL B.M. BENCHMARK DRAIN EXISTING UTILITY POLE 10. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 32' MIN. MINIMUM B/T. BETWEEN LINKED TO SITE 48' - 6" (ELECTRICITY SOURCE) MISC. MISCELLANEOUS BIT. BITUMINOUS 11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THE WORK WITHOUT COMPROMISING THE QUALITY OF THE WORK. ROOF DRAIN TO MOD. MODULE BLK. BLOCK 33' PLUMBING 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND OFF ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. GRASS STEPPED TERRACE BD. BOARD ROOM 34' NOM. NOMINAL B.O. BOTTOM OF 13. WHERE THE TERM “FIN. FL.” IS INDICATED ON THE DRAWINGS, THIS REFERS TO THE TOP OF PILES. “A.F.F.” REFERS TO THE HEIGHT ABOVE FINISHED FLOOR. N NORTH B.C. BOTTOM OF CURB 14. THE CEILING HEIGHT INDICATED ON THE REFLECTED CEILING PLANS IS THE CLEAR HEIGHT FROM FINISHED FLOOR TO THE FINISHED CEILING. NTS NOT TO SCALE BLDG. BUILDING NO. NUMBER 15. PIPES, DUCTS, ETC. IN ALL AREAS SHALL BE LOCATED BELOW THE FINISHED ACCESS FLOOR UNLESS OTHERWISE INDICATED ON PLANS. 10' - 0" 35' 2 A401 C.B. CATCH BASIN 16. INTERIOR PARTITIONS SHALL NOT BE BUILT UNTIL PIPES, DUCTS, ETC ARE PLACED. COORDINATE CONSTRUCTION OF PARTITIONS WITH MECHANICAL WORK. O.C. ON CENTER CAULK CAULKING SIDE COURTYARD OPENING YARD CLG. CEILING 17. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES THE LOCATION AND SIZE OF OPENINGS IN FOUNDATIONS, WALLS, SLABS, CEILINGS AND ROOFS. PROVIDE FLASHING, GRATINGS AND/OR SEALING AS REQUIRED. 1' - 4" 36' OPN'G 120' - 9" 51' - 0" 72' - 6" 8' - 0" SETCONSULTANTS OPP. OPPOSITE C.L. CENTER LINE BACK 18. PROVIDE CONCRETE BASES, PADS, CURBS, INERTIAL BLOCKS, WOOD FRAMING, ETC., AS REQUIRED TO SUPPORT H.V.A.C., ELECTRICAL, PLUMBING, AND KITCHEN EQUIPMENT. FINAL LOCATIONS AND SIZES MUST BE COORDINATED WITH THE EQUIPMENT MANUFACTURER AND IS ENGINEERS CTR. CENTER SUBJECT TO APPROVAL WITH THE EQUIPMENT SHOP DRAWINGS. SLOPE TO PNT. PAINT CER. CERAMIC EXISTING UTILITY POLE DRAIN GILLBE AND ASSOCIATES 19. EQUIPMENT ROUGHING LOCATIONS SHALL BE CONFIRMED BY THE CONTRACTOR WITH ALLOWANCE MADE FOR TRAPS, ELLS, TEES, ETC., AS REQUIRED. IN ALL SPACES OTHER THAN MECHANICAL AREAS, PIPES AND CONDUITS SHALL LOCATED WITHIN WALLS OR OTHERWISE PNL. PANEL CT CERAMIC TILE CONCEALED UNLESS EXPOSING THEM IS SPECIFICALLY APPROVED BY THE ARCHITECT. STRUCTURAL PAP. PAPER CIR. CIRCULAR PKG. PARKING CLOS. CLOSET 20. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND PROVIDE CLEANOUT AND ACCESS DOORS IN CEILINGS AND PARTITIONS WHERE REQUIRED. ALL SUCH LOCATIONS SHALL BE SHOWN ON SHOP DRAWINGS FOR CEILING WORK AND PARTITIONS. 1234 CRANSBERRY DRIVE 61' ABOVE SEA PCT. PERCENT COL. COLUMN LEVEL 21. WHERE DUCTS, PIPES OR CONDUITS ARE TO BE CONCEALED BELOW THE FINISHED SLOPE TO FLOOR, THOSE FLOORS SHALL NOT BE INSTALLED UNTIL ALL MECHANICAL/ELECTRICAL/PLUMBING WORK HAS BEEN TESTED AND APPROVED.BATON ROUGE, LOUISIANA P.J. PANEL JOINT CONC. CONCRETE DRAIN 225.431.1295 ROOF DRAIN TO GROUND PL. PLATE CMU CONCRETE MASONRY UNIT 22. CONSULT H.V.A.C. DRAWINGS FOR EXACT SIZES AND LOCATIONS OF DUCT OPENINGS. PROVIDE LINTELSSIDE AND FRAMEWORK AS REQUIRED BY SPECIFICATIONS. CONCRETE AND YARD ALUMINUM PARAPET PLUM. PLUMBING CONST. CONSTRUCT SET23. ALL DIMENSIONS ON PLANS ARE TO ROUGH WALLS EXCEPT AS NOTED. L&R ASSOCIATES POL. POLISHED CONT. CONTINUOUS BACK 34'-5" MECHANICAL/ELECTRICAL/ PROJ. PROJECT CORR. CORRIDOR ROOFOF DRAIN 24. SEE MECHANICAL AND ELECTRICAL DRAWINGSABOVE FOR SIZE, FLOOR OPENINGS/OUTLET FRAMES FOR DIFFUSERS, GRILLES AND LIGHT FIXTURES. SEATYPE AND NUMBER TO GROUND PLUMBING LEVEL, FIN. PROT. PROTECT CJ CONTROL JOINT 25. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PLUMBING FIXTURES PRIOR TOS.P. THE CONSTRUCTION FL. 7' - 0 1/2" 10' - 0" OF PARTITIONS BEHIND SUCH FIXTURES. 36' ABOVE SEA LEVEL CF CUBIC FOOT 1685 EDWARDS ROAD RAD. RADIUS CW CURTAIN WALL 26. ALL ELECTRICAL INDICATIONS ON ARCHITECTURAL DRAWINGS ARE FOR LOCATION PURPOSES ONLY. 34' ABOVE SEA LEVEL BATON ROUGE, LOUISIANA REF. REFERENCE 27. WHERE MANUFACTURERS' NAMES AND PRODUCT NUMBERS ARE INDICATED ON THE DRAWINGS IT SHALL BE CONSTRUED TO MEAN THE ESTABLISHING OF QUALITY AND PERFORMANCE STANDARDS OR SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT 33'-5" ABOVE SEA LEVEL 225.417.3103 REINF. REINFORCE DET. DETAIL FOR APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL. UP 33' ABOVE SEA LEVEL REQ'D REQUIRED DIFF. DIFFUSER EXISTING STORM DRAIN 28. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THIS PROJECT MAY BE FOUND THROUGHOUT THE CONTRACT DOCUMENTS. 5' - 11 1/2" R. DRN. ROOF DRAIN DIM. DIMENSION 10' - 0" 22' - 2" 89' - 10" 11' - 7" 49' - 6" 20' - 0" 22' - 10" RM. ROOM DR. DOOR SCHWEGMANN RENOVATION 29. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL STABILITY, UNDERPINNING AND SHORING OF ADJACENT PROPERTIES AND BUILDINGS AS PER CODES AND METHODS OF GOOD PRACTICE. EXISTING UTILITY POLE RCP REFLECTED CEILING PLAN DN. DOWN LIGHT 30. FOR DOOR SCHEDULE SEE SPECIFICATIONS SECTION 4' - 10 1/2" 08000. 5' - 10 1/2" DRN. DRAIN 1000 ROMA AVENUE FIXTURES 7' - 0" SLOPE SAN. SANITARY DWG. DRAWING HAMMOND, LOUISIANA 31. SEE ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE TYPES AND TO SCHEDULE. SCHED. SCHEDULE D.F. DRINKING FOUNTAIN BRICK SLOPE DRAIN PROJECT NUMBER 32. MEAN OF EGRESS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 10 IN THE IBC.PARKING 1231232 TO SECT. SECTION ISLAND DRAIN KEY MAP SHT. SHEET E EAST 33. ALL MASONRY WALL AND PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF THE FLOOR CONSTRUCTION ABOVE, WITH APPLIED FINISHED TERMINATING A MINIMUM OF 6” ABOVE FURRED OR SUSPENDED CEILING, UNLESS THAT FINISH IS PART OF AN ASSEMBLY REQUIRED TO LIGHT S.H. SHOWER ELEC. ELECTRIC ACHIEVE A FIRE PROTECTION RATING. FIXTURE SIM. SIMILAR EL ELEVATION 34. MASONRY THICKNESS INDICATED ARE NOMINAL SIZES. SK. SKETCH EMER. EMERGENCY EXISTING 3' TALL CONCRET S SOUTH ENTR. ENTRANCE PLANTER 35. TYPICAL FACE BRICK SHALL BE NOMINAL IN SIZE. THE COLOR OF BRICK, MORTAR, SEALANT AND CAULKING SHALL BE AS RETAIL SPECIFIED AND AS INDICATED ON THE APPROVED SAMPLE PANEL. BLG. SPEC. SPECIFICATIONS EQ. EQUAL 36. CONCRETE MASONRY UNITS SHALL BE OF A TYPE APPROVED BY THE BOARD OF STANDARDS AND APPEALS. SPKLR. SPRINKLER EQUIP. EQUIPMENT CONCRETE 36' SQ. SQUARE EXIST. EXISTING SIDEWALK WITH BRICK PAVERS SF SQUARE FEET EXT. EXTERIOR STANDARD 35' STD. STEEL FT. FOOT / FEET 34' STL. NEW STORM STOR. STORAGE DRAIN FIN. FINISH EXISTING UTILITY POLE 33' STRUC. BIOSWALE WITH NATIVE VEGETATION STRUCTURAL FIN. FL. FINISHED FLOOR WITH CRUSHED STONES AND SUSP. SUSPENDED F.E. FIRE EXTINGUISHER ALUMINUM EARTH FILL CONCRETE BRICK PAVERS FROM RECYCLED RECYCLED BRICK 32' SYM. SYMMETRICAL FP FIRE PROOF BRICK FROM SITE DOOR TAG 101 REVISION TAG 1 NEW STORM DRAIN FIXT. FIXTURE CARPET WOOD BLOCKING WOOD 2 116 REGULAR PARKING SPACES TEMP. TEMPORARY FLR. FLOOR POROUS BRICK PAVERS WITH COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS A501 31' ABOVE SEA 5 HANDICAP PARKING SPACES AND EXISTING CONDITIONS SHALL BE CHECKED AND VEGETATION IN BETWEEN GAPS THRU. THROUGH FLR. DRN. FLOOR DRAIN VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH RIGID INSULATION GYPSUM BOARD LEVEL CMU THE WORK. T&G TONGUE AND GROOVE FTG. FOOTING 32' REVISIONS T.C. TOP OF CURB FD. FOUNDATION 1 WINDOW TAG KEYNOTE 1 ACOUSTIC TILE PLYWOOD STEEL NO. DATE COMMENTS 33' T.D. TOP OF DRAIN FRONT YARD NEW CONTOURS SETBACK T.S. TOP OF SLAB GA GAUGE 34' 1 4/16/13 GLASS BRICK T.W. TOP OF WALL G.C. GENERAL CONTRACTOR 26' - 0" 24' - 1 1/2" N. 90°0'0" W. 569'10" 2 4/24/13 TYP. TYPICAL GL. GLASS " -0 GRAVEL/POROUS FILL WATERPROOF P.O.B. 9' GR. GRADE 35' SPOT ELEVATION MEMBRANE WALL TAG 1 UNFIN. UNFINISHED GRND. GROUND UR URINAL GYP. BD. GYPSUM BOARD 35' CURB RADIUS UTIL. UTILITY EXISTING CONTOURS ROMA AVENUE HDWR. HARDWARE A 0 GRID LINE SECTION TAG VERT. VERTICAL HT. HEIGHT A101 VT VINYL TILE H.M. HOLLOW METAL A 101 INFORMATION SHEET A 102 CODE COMPLIANCE VLT. VOLT HORIZ. HORIZONTAL
A.F.F. A.D. A.F. A.F.R. ADDL. ADJ. A.C. ALUM. APPRV'D. APPROX. A.DRN. ARCH. @ AUTO.
EXISTING RETAIL BLG.
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
Final documents [141]
PRODUCED BY AN AUTODESK STUDENT PRODUCT 2
1
3
4
5
UP
12
29
54
RETAIL STORE 102 M 3 1624 27
PRINT SHOP 103 B 3 1499 14
CITY OF HAMMOND 310 E. CHARLES STREET HAMMOND, LOUISIANA 180
360
180
180
PLUM. RM. 303 CORRIDOR 1
360
360
360
D
360
360
180
PLUM. RM. 306
360 MECH. RM. 202
WAITING AREA A-1 3 676 41
360
180
360
180
360
MECH. RM. 201
E
PLUM. RM. 301
OFFICES 110 B 3 2976 29
WAITING AREA A-1 3 295 19 360
48
360 180
F
SOUND RM.
BOX OFFICE
EXIT 4
PERFORMANCE HALL 111 A-1 3 5757 319
REHEARSAL SPACE AND DRESSING AREA A-1 3 736 49
G
MOST REMOTE SPACE FROM EXIT APPROX. 177' (REQUIRED MAX. IS 300')
97
180
360
APARTMENT 2 R-2 3 730 3
180
180
180
APARTMENT 1 R-2 3 690 3
180
APARTMENT 1 R-2 3 690 3
CONSULTANTS
1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING APARTMENT 2 R-2 3 730 3
180
180
APARTMENT 1 R-2 3 690 3
180
180
APARTMENT 1 R-2 3 690 3
360
1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
SCHWEGMANN RENOVATION 1000 ROMA AVENUE HAMMOND, LOUISIANA
69
APARTMENT 2 R-2 3 730 3
I
PROJECT NUMBER
360 EXIT 3
J
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL
180
180 360 BACK STAGE AREA A-1 3 1046 69
STAGE
APARTMENT 1 R-2 3 690 3 APARTMENT 1 R-2 3 690 3
CORRIDOR 2
PLUM. RM. 302
H
APARTMENT 1 R-2 3 690 3
PLUM. RM. 305
360 EXIT 1
MECH. RM. 204
OFFICE 104 B 3 1538 15
PLUM. RM. 304
C
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
APARTMENT 1 3 3
180 R-2 690
MECH. RM. 203
360 RETAIL STORE 101 M 3 3266 54
B
ADAPTABLE ARCHITECTS
EXIT 6 180
EXIT 2 360
360
8
7
UP
UP
27
360
UP
A
6
1231232
KEY MAP
MECH. RM. 205
180
180 27
APARTMENT 2 R-2 3 730 3
K
APARTMENT 1 R-2 3 690 3
180 EXIT 5
UP COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS NO.
1/16"=1'-0"
OCCUPANCY GROUP A-1 3 5757 319
FIRE INDEX MAX. ALLOWABLE OCCUPANTS AREA IN SQUARE FEET
180
DOOR CAPACITY
69
NO. OF OCCUPANTS EXITING
48
CUMULATIVE NO. OCCUPANTS
DOOR CAPACITY EXIT DOOR LOAD LOAD WIDTH NO. WIDTH MULTIPLIER SERVED MAX. 72" 1 360 .2 360 72" 2 29 .2 360 72" 3 69 .2 360 72" 4 97 .2 360 36" 5 27 .2 180 36" 6 12 .2 180 TOTAL EXIT CAPACITY 1800
CORRIDOR CAPACITY NO. SMALLEST WIDTH LOAD LOAD WIDTH MULTIPLIER SERVED MAX. 1 161" .2 555 805 2 59" .2 39 295
EGRESS PATHWAY
COMMENTS
CODE COMPLIANCE DATE
4/26/13
SCALE
1/16"=1'
DRAWN BY
LMH
CHECKED BY
UEM
A102
PRODUCED BY AN AUTODESK STUDENT PRODUCT
1 CODE DIAGRAM
DATE
PRODUCED BY AN AUTODESK STUDENT PRODUCT 1 A501
A402 2
34'
33'
PROPOSED CONCRETE SIDEWALK
FIRE HYDRANT
7' -
41
/2"
25' - 0"
VENICE AVENUE 34'
ADAPTABLE ARCHITECTS
CURB RADIUS
S. 270째0'0" E. 569'10"
18' - 1" 3' - 0" 18' - 1"
NEW STORM DRAIN
5' - 0" 3' - 4" 8' - 9 1/2" 10' - 1"10' - 10" 10' - 10"9' - 11"
NEW STORM DRAIN
149 REGULAR PARKING SPACES 8 HANDICAP PARKING SPACES
310 E. CHARLES STREET HAMMOND, LOUISIANA
10' - 9 1/2" 14' - 4 1/2"
C.J., TYP. UP
75' - 0"
18' - 1"
7' - 9" 7' - 10 1/2" BIOSWALE WITH NATIVE VEGETATION WITH CRUSHED STONES AND RECYCLED BRICK
34'-5" ABOVE SEA LEVEL ROOF DRAIN TO GROUND
SLOPE TO DRAIN
ALUMINUM FRAME SHADING DEVICE AT 27' ABOVE SLAB (HATCHED TO REVEAL SIDEWALK CONDITIONS)
32'
34'
10' - 0"
35'
SIDE YARD SETBACK
36'
GRASS STEPPED TERRACE
1' - 4"
EXISTING UTILITY POLE LINKED TO SITE (ELECTRICITY SOURCE)
COURTYARD 51' - 0"
120' - 9"
72' - 6"
CONSULTANTS
34'-5" ABOVE SEA LEVEL, FIN. FL.
ROOF DRAIN TO GROUND
34' ABOVE SEA LEVEL
HYBRID POPLAR
22' - 2"
89' - 10"
5' - 11 1/2" 10' - 0"
11' - 7"
7' - 0"
4' - 10 1/2"
SLOPE TO DRAIN
EXISTING RETAIL BLG.
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING
7' - 0 1/2" 10' - 0"
UP
VARIOUS AZALEA BAHIA GRASS
1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
5' - 9 1/2"
33'-5" ABOVE SEA LEVEL 33' ABOVE SEA LEVEL EXISTING STORM DRAIN
EMPRESS TREE
49' - 6"
20' - 0"
22' - 10"
EXISTING UTILITY POLE
SCHWEGMANN RENOVATION
LIGHT FIXTURES
5' - 10 1/2" SLOPE TO DRAIN
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL
6' - 0" 7' - 1"
S.P.
SIDE YARD SETBACK
N. 0째0'0" E. 531'0"
SLOPE TO DRAIN CONCRETE AND ALUMINUM PARAPET
106' - 6"
6"
ROOF DRAIN TO GROUND
39' - 10 1/2"
21'
61' ABOVE SEA LEVEL
TUPLIP TREE
A401
EXISTING UTILITY POLE
36' ABOVE SEA LEVEL
RIVER BIRCH TREE
CRUSHED AND RECYCLED CONCRETE AND BRICK
2
8' - 0"
SLOPE TO DRAIN
VEGETATION KEY
PLANTER SOIL
EXISTING STORM DRAIN
21' - 3"
ROOF DRAIN TO PLUMBING ROOM
18' - 4"
S. 0째0'0" E. 531'0"
1
ROOF DRAIN TO PLUMBING ROOM 48' - 6"
144' - 2"
33'
SLOPE TO DRAIN
SLOPE TO DRAIN
EXISTING UTILITY POLE
36' - 7 1/2"
SOLAR PANELS
105' - 5 1/2"
31'
BRICK PAVERS WITH SAND AND GRAVEL BASE SIDEWALK WATER CONNECTION/SOURCE
ROOF DRAIN TO GROUND
30' 29' ABOVE SEA LEVEL 30'
CITY OF HAMMOND
EXISTING RETAIL BLG.
UP
24' - 6 1/2"
23' - 9"
33' SLOPE TO DRAIN
93' - 8 1/2"
BRICK PARKING ISLAND
31'
A401
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
EXISTING UTILITY POLE 32'
LIGHT FIXTURE
11' - 5"
FRONT YARD SETBACK
EXISTING STORM DRAIN
15' - 0"
POROUS GRAVEL AND CONCRETE MIX SURFACE MADE FROM RECYCLED MATERIAL FROM SITE
1000 ROMA AVENUE HAMMOND, LOUISIANA
BRICK PARKING ISLAND
PROJECT NUMBER
1231232
KEY MAP
LIGHT FIXTURE
CONCRETE SIDEWALK WITH BRICK PAVERS
36'
35' 34' 33' 32'
NEW STORM DRAIN
EXISTING UTILITY POLE
BIOSWALE WITH NATIVE VEGETATION WITH CRUSHED STONES AND RECYCLED BRICK
BRICK PAVERS FROM RECYCLED BRICK FROM SITE 116 REGULAR PARKING SPACES 5 HANDICAP PARKING SPACES
3' - 7"
POROUS BRICK PAVERS WITH VEGETATION IN BETWEEN GAPS
32'
24' - 1 1/2"
N. 90째0'0" W. 569'10"
9'
35' 35'
NO.
DATE
1 2
4/16/13 4/24/13
COMMENTS
P.O.B.
ROMA AVENUE
SITE PLAN
1 A402
1/32"=1'
DATE
4/26/13
SCALE
DRAWN BY
LMH
CHECKED BY
A201
PRODUCED BY AN AUTODESK STUDENT PRODUCT
1/32"=1'-0"
26' - 0"
CURB RADIUS EXISTING CONTOURS
1 SITE PLAN
" -0
15' - 0"
FRONT YARD SETBACK
NEW CONTOURS
34'
PROPOSED CONCRETE SIDEWALK
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS
25' - 0"
33'
2 A501
56' - 4"
NEW STORM DRAIN 31' ABOVE SEA LEVEL
EXISTING RETAIL BLG.
145' - 9 1/2"
1. ALL RAMPS ARE TO CODE BY ADA STANDARDS WITH A 1:12 SLOPE RATIO. 2. FOR CURB DETAIL SECTIONS, SEE A501. 3. FOR CORNER DOWN SPOUT PLAN DETAIL, SEE A604. 4. ALL CONTROL JOINTS MUST BE PLACED IN 15' INTERVALS OR SMALLER IN BOTH DIRECTIONS. 5. ALL STAIRS HAVE A MAXIMUM RISE OF 6".
105' - 0"
3' TALL CONCRET PLANTER
GENERAL NOTES:
UEM
Final documents [143]
PRODUCED BY AN AUTODESK STUDENT PRODUCT SEC A501
A402 2
2
1
3
33'-8"
4
35'-0"
35'-0" UP 10'-9"
10'-11"
2'-11 1/2"
17'-6 1/4"
15'-0"
C.J.
24'-3 1/2"
7'-10 3/4" 7'-9 1/4"
/2" 81 83'-
7'-0" 4'-9 1/4"
4'-6" 6'-0 3/4"
1'-10" 4'-0" 4'-0" 3'-11" 4'-0" 4'-0" 0'-6" 0'-6" 1'-7 3/4"
1 1
4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 0'-6" 0'-6" 1'-6 3/4"
CONSULTANTS
1
1
LIVING RM. 109 APARTMENT F1B1W1C1 2 CLOSET 2 110 DINING RM. BEDROOM F1B1W1C1 F1B1W1C1
109
110 KITCHEN F1B1W1C1 2 BATHROOM F2B2W1C1
1 1
8'-8 1/2"
5 1
1
109
6'-10 1/2"
9'-0"
11'-0"
1
1
1
110
1
1
2
1
110
110 1104'-2 3/4" 109
110
1
2
109
1
110 109 109
1
2
1
APARTMENT 1 110
1
108 6
110
DN
2
2
1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
A401
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING 1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
SCHWEGMANN RENOVATION 1000 ROMA AVENUE HAMMOND, LOUISIANA PROJECT NUMBER
6 110 109 110 109 APARTMENT 1'-3 3/4" 3'-0" 1'-8" APARTMENT 2 5
1
5:605
1
1
0'-0" 6
1
100 1
1
S.P.
1
1'-8" ABOVE GROUND 0-3" ABOVE GROUND
UP 0'-0" GROUND LEVEL
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS NO.
1 21'-6 1/2"
1
5'-10" 6'-6 1/4" 6'-6 3/4" 5'-9 1/2" 6'-0"
1/16"=1'
FINISHED SCHEDULE BASE
WALL
LAMINATED WOOD
NO BASE
2
STONE TEXTURED TILE
GLAZED WALL TILE
3
CARPET
4
THIN LAYER OF POLISHED, CONCRETE FINISH ROUGH CONCRETE
CMU SEALED AT FLOOR
NO CEILING FINISH PAINTED GYPSUM BOARD ACOUSTIC PANELS ACOUSTIC FABRIC PANELS UNPAINTED GYPSUM BOARD
5
1. ALL RESIDENTIAL WALLS NOT TAGGED ARE TO BE CONSIDERED WALL TYPE NO. 3. 2. ALL WALLS AND COLUMNS OBTAIN A 3 HOUR FIRE RATING. 3. DIMENSIONS ARE TAKEN FROM THE CENTER OF WALL UNLESS NOTED. 4.ALL FINISHED FLOORING IS 1'-8" ABOVE SLAB DUE TO ACCESS FLOORING UNLESS OTHERWISE NOTED. 5. ALL CONTROL JOINTS MUST BE PLACED IN 15' INTERVALS OR SMALLER IN BOTH DIRECTIONS. 6. ALL RAMPS HAVE A 1:12 SLOPE RATIO AS REQUIRED BY ADA GUIDELINES. PERMANENT WALLS
3'-0"
16'-1 3/4"
4'-0" 3'-10" 4'-0"
2'-4 1/4"
GENERAL NOTES CEILING
FLOOR
1
NO.
PRODUCED BY AN AUTODESK STUDENT PRODUCT
1 FLOORPLAN
4'-0" 4'-0" 4'-0" 1'-7"
A402
1231232
KEY MAP
MECH. RM. 205 F5B3W3C1
110
110
X A6XX
1
APARTMENT 1
1 1
1
APARTMENT 1 110
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL
5
APARTMENT 2 110
1
2
1
3'-0" 2 APARTMENT 2
1
1
APARTMENT 1
4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 0'-6" 1'-5 3/4" 0'-6"
2
1
4'-0" 4'-0"4'-2 3/4" 2'-6" 0'-6" 1'-3 1/4" 2'-11 1/2"
8'-6 1/2" 5'-8"
1
2
1
1
CONCRETE PLANTER 3' TALL AT TOP LEVEL
1
1
APARTMENT 1 110 110
5'-11 1/4"
14'-2 3/4"
2
4'-0" 4'-0"1'-7 3/4" 4'-0"0'-6"4'-0" 3'-0" 4'-0" 4'-6" 0'-6" 1'-5 1/4"
3'-0"
3'-6" 1
1
APARTMENT 1
1'-4"
0'-9 1/2"
3'-0"
CONCRETE PLANTER WITH BENCH
104
1'-2" ABOVE GROUND
109
110
4:605
0'-6" ABOVE GROUND
109
110
5'-0"
1
1
MEN'S REST RM WOMEN'S REST RM
5'-8"
4
9'-0"
3'-9" APARTMENT 3'-10 1/4" 2 1
1
2
OFFICES 110 F4B1W1C1
1'-2" EARTH INFILL WITH 4" OF CONCRETE WITH 2" BRICK FINISH FROM RECYCLED BRICK
K
4
0'-0"
108 DN 6 1
110
RESTROOM
1'-8"
15'-0"
F4B2W1C1
2
2'-2"
104
2
8 3 HOUR FIRE RATING (SEE A605 FOR DETAIL)
102 100
310 E. CHARLES STREET HAMMOND, LOUISIANA
2'-1 1/2" 2'-6"
HSS 7x3x1/2 HOLLOW STEEL MEMBER (SEE DETAILS) 1
1
16'-1"
106
4
101
PLUM. RM.DN 306 103 F5B3W3C1
CITY OF HAMMOND
6
0'-0"
110
101
4
1
1'-4 1/4"
14'-5"
BACK STAGE AREA 113 1'-8" F3B1W2C2
5'-5 3/4"
0'-0"
4
1
2'-6" 12'-0" 109
F4B2W1C1 4
2
7'-0 1/2"
1
4'-11 1/4"
9'-6 1/2"
CORRIDOR 1 F4B1W1C1
13'-0 3/4"
7'-10 3/4"
REHEARSAL SPACE AND DRESSING AREA 107 114 F3B1W2C2 8 106
4
3'-2 1/4"
107
3'-8" 6'-0 1/4" 3'-3" 3'-5"
5'-11" 2'-6"
3
12'-6"
0'-8" 4'-6" 3'-0" 6'-2 1/2"
4'-5" 5 0'-8 1/2" 3'-0"
BOX OFFICE 116 F4B1W1C1
F4 B2W1C1
3'-0"
110
PLUM. RM. 4 4 305 F5B3W3C1 DN103
F4B2W1C1
4'-5 1/2"
4
4
4 102
1'-6 1/4"
20'-4"
103 0'-0" PLUM. RM. 4 302 5'-4 3/4" F5B3W3C1
102
102
2'-1 3/4" 6'-0"
65'-0"
1'-10"
10'-7 3/4"
107 STAGE
3 3
107
1'-0"
1'-7 1/2" 8 5'-4 1/2"
107
6'-0"
SOUND RM. 115 F3B1W2C2 3
106
4 MECH. RM. 103 202 0'-0" F5B3W3C1 4 DN
DN
3'-0"
9'-10 1/4"
100
2
1
110
7'-10"
106
11'-6"
7'-5 1/2"
MECH. RM. 103 PLUM. RM. DN 103 0'-0" 201 0'-0" 301 F5B3W3C1 F5B3W3C1
8
PERFORMANCE HALL 111 F3B1W2C2
4
WAITING AREA 117 4 F3B1W2C2 3 107 107
4
2'-6 1/4"
" 6'-2
25'-2 1/2"
7'-4 3/4" AISLE WIDTH
F4B2W1C1
4'-8 1/4"
10'-5 3/4" 24'-0"
" 1/2 5'-8
16'-11 1/4"
1'-8"
/4" 51 21'-
I
7'-9 1/2"
13'-7 1/2"
12'-9 1/4" 24'-0"
1 A601 6" RAISED STEP FROM EARTH INFILL WITH GRASS 8" EARTH INFILL WITH 4" OF CONCRETE WITH 2" BRICK FINISH FROM RECYLCED BRICK
4
RESTROOM
100
17'-1 3/4"
102 7'-8"
F4B2W1C1
14'-10 3/4"
12'-0 1/4"
24'-0"
1'2" RAISED STEP FROM EARTH INFILL WITH GRASS
4 106
9'-5 3/4" AISLE WIDTH
9
G
4 A602
10'-0"
MEN'S REST RM 4
102 5'-11 1/2"
106
3'-0" 6'-0" 2'-10 1/2"
7'-8 1/4" AISLE WIDTH
3'-8"
WOMEN'S REST RM 6'-0"
106
106
106
102
15'-1 1/4"
1'-0 1/2"6'-0"
1:604
F
3'-9 1/4" 20'-0"
4
F4B2W1C1 4 13'-9 1/2"
14'-2"
2
4
3'-4 3/4"
2 WAITING AREA 112 F4B1W2C2 8
4'-0"
4
0'-0"
4 PLUM. RM. DN 0'-0" 303 103 F5B3W3C1 4
5'-7 1/4" 3'-0"
5
EARTH INFILL SLOPE WITH GRASS
9'-6"
2'-10"
6'-0"
8'-9"
1'-2"
106
24'-0"
6'-0"
10'-4 1/4"
6'-9 1/2"
2:604
8'-7"
24'-0"
8'-9"
1'-0 1/4" 6'-1"
12
F4B2W1C1 4
102
6'-7"
5'-1" 4'-5"
1'-0"
4 104
5'-3 1/2"
PLUM. RM. 304 F5B3W3C1
5'-6"
2'-10"
3'-5 1/2"
1
104
5'-3 1/2"
24'-0"
2
OFFICE 104 F3B1W1C 1
3
103 4
2
2 A601
PRINT SHOP 103 F4B1W1C1
F4B2W1C1
4'-7 1/4" 5'-2" 1'-7 3/4" 2'-8" 3'-4 1/4" 9'-7 1/2"
4
C
E
DN DN
1'-0" 6'-0"
103
2
0'-3" AT GROUND LEVEL
1 109 APARTMENT 1 LIVING RM. F1B1W1C1 CLOSET MECH. 110 RM. BEDROOM DINING RM. 204 F1B1W1C 1 F1B1W1C1 F B W C 5 3 3 1 110 BATHROOM KITCHEN 8'-11 1/2" F2B2W1C1 2 F1B1W1C1
1'-0"
0'-0"
101 4
XXX A6XX
102
1'-3 1/2"
3
3 A602
REST ROOM
102 4
0'-6" 0'-8 3/4" 0'-6" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
3:604
B
RETAIL STORE 102 F4B1W1C1
0'-8" 1'-8 3/4" 0'-6" 2'-2 3/4" 0'-6" 0'-6" 0'-7" 0'-6" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'-5" 4'-0" 4'-0" 3'-0" 3'-11" 3'-11" 4'-0" 4'-0" 3'-0" 4'-0" 4'-0"
23'-7 1/4"
RETAIL STORE 101 F4B1W1C1
3'-0" 3'-8"
1'-3"
MECH. RM. 203 F5B3W3C1
15'-6 1/4" 1
100 7
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
0'-4 3/4" 10'-0 1/4" 6
1
F4B2W1C1
4
7'-3"
104
12'-5 1/2"
104
0'-8"
6 104
4'-0" 4'-0" 4'-0"0'-6"4'-0" 4'-0" 4'-0" 5
1'-3 1/4"
1'-8" ABOVE GROUND
1
4" CONCRETE WITH 2" BRICK FINISH FROM RECYLCED BRICK
1'-1 1/4" 8'-9" XX A6XX
4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 0'-6" 0'-6" 1'-6 3/4"
4'-8 3/4"5'-10 1/2"4'-5 1/4"
34'-11 1/4"
3'-1" 5'-9 1/2"
15'-0"
J
ADAPTABLE ARCHITECTS
1'-6 3/4"
5'-9 1/2"
UP
A
H
35'-11 3/4"
4'-6" 3'-0" 6'-0 1/2"
18'-0" 12'-9 3/4"
0'-3" AT GROUND LEVEL
7'-9 3/4"
33'-0"
9'-11 3/4"
3' TALL CONCRETE PLANTER 25'-7"
1
33'-0"
3'-4"
C.J.
A401
8
7
UP
UP
10'-1"
D
6
35'-4 1/2"
0'-0" AT GROUND LEVEL
9'-0"
5
3'-8 1/2"
NO.
2
COMMENTS
0'-5"
KEY NOTES
1
DATE
4/18/13
9'-1 1/2"
ALL APARTMENT 1 HAS SAME LAYOUT AND DIMENSIONS. ALL APARTMENT 2 HAS SAME LAYOUT AND DIMEMSIONS.
FLOORPLANS DATE
4/26/13
SCALE
1/16"=1'
DRAWN BY
LMH
CHECKED BY
UEM
A301
PRODUCED BY AN AUTODESK STUDENT PRODUCT
C
3 A602
CONCRETE PARAPET WITH ALUMINUM BACKING
D
2 A601
E
F
4 A602
G
H
1 A601
XX A6XX
I
J
K
1 A502
4" ALUMINUM DOWN SPOUT FOR ROOF DRAIN P.J., TYP.
4" THICK CONCRETE SIDEWALK WITH 2" BRICK TOP LAYER CONCRETE RAMPS WITH BRICK TOP LAYER, SLOPE RATIO 1:12
2
B.O. PARAPET 26' - 11" VERTICAL GRID LINE NO.2 19' - 8 1/2"
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
CITY OF HAMMOND
3'-0" 3'-11"
3'-4"
9'-3/4" T.O DOOR
CONCRETE PLANTER
1
2'-2"
4" THICK POROUS RECYCLED CONCRETE PARKING LOT WITH LARGE AGGREGATE
20'-2" T.O WINDOW 7'-8" T.O WINDOW
ADAPTABLE ARCHITECTS
9'-2"
DOUBLE GLAZED, LOW-E COATED, GLASS CURTAIN WALL SYSTEM
T.O. PARAPET 31' - 3" T.O ROOF 28' - 6" T.O. SHADING LOUVRE 27' - 10"
7'-2 1/2"
0'-11 1/4" 3'-0 3/4"
ALUMINUM FRAME LOUVRE SHADING DEVICE
0'-4"
B
T.O. FIN. FL. 1' - 8" T.S. 0' - 0"
0'-8" 0'-10" 0'-8"
9" DRAIN FOR DOWN SPOUT THAT LINKS TO THE CITY STORMWATER CONTROL
3'-4"
A
STEEL DECKING ROOF SYSTEM
CONCRETE PANEL WITH BRICK VENEER AND ACOUSTIC INSULATION (SEE DWG A601:1)
2.5" RECESSED BRICK FOR A CONTINUOUS BAND
310 E. CHARLES STREET HAMMOND, LOUISIANA
DOUBLE GLAZED WINDOW WITH LOW-E COATING AND ALUMINUM FAME AND TRIM
1 SOUTH ELEVATION 1/16"=1'
CONSULTANTS
K
J
I
STEEL DECKING ROOF
H
1 A502
CONCRETE PARAPET WITH ALUMINUM BACKING
G
F
E
D
C
1 A601
B
3 A602
4" THICK CONCRETE SIDEWALK WITH 2" BRICK TOP LAYER
6'-11" T.O DOOR
4" THICK POROUS RECYCLED CONCRETE PARKING LOT WITH LARGE AGGREGATE
1
9" DRAIN FOR DOWN SPOUT THAT LINKS TO THE CITY STORMWATER CONTROL
CONCRETE PANEL WITH BRICK VENEER
2 NORTH ELEVATION
DOUBLE GLAZED WINDOW WITH LOW-E COATING AND ALUMINUM FAME AND TRIM
0'-11"
2
19'-7 3/4" T.O WINDOW
7'-2" T.O WINDOW
6'-11" T.O DOOR
ALUMINUM FRAME LOUVRE SHADING DEVICE
3'-0" 6'-0 7/8" 8'-11 1/4"
P.J., TYP.
1'-8" CONCRETE FOUNDATION WALL
7'-2 3/8"
3'-5"
4" ALUMINUM DOWN SPOUT FROM ROOF DRAIN CONCRETE WALL WITH BRICK VENEER (PERMANENT ELEMENT) 2.5" RECESSED BRICK FOR A CONTINUOUS BAND
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL
A
T.O. PARAPET 31' - 3" T.O ROOF 28' - 6" T.O. SHADING LOUVRE 27' - 10" B.O. PARAPET 26' - 11" VERTICAL GRID LINE NO.2 19' - 8 1/2" VERTICAL GRID LINE NO.1 10' - 6 1/8" T.O. FIN. FL. 1' - 8" T.S. 0' - 0"
1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING 1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
SCHWEGMANN RENOVATION 1000 ROMA AVENUE HAMMOND, LOUISIANA PROJECT NUMBER
1231232
KEY MAP
1/16"=1'
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS NO.
DATE
COMMENTS
BUILDING ELEVATIONS DATE
4/26/13
SCALE
1/16"=1'
DRAWN BY
LMH
CHECKED BY
UEM
A401
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Final documents [145]
PRODUCED BY AN AUTODESK STUDENT PRODUCT
8
7
6
5
4
3
2
ADAPTABLE ARCHITECTS
1
ALUMINUM FRAMED SHADING DEVICE STEEL DECKING ROOF
X A6XX
CONCRETE PARAPET WITH ALUMINUM BACKING
2 A501
XXX A6XX
T.O. PARAPET 31' - 3" T.O ROOF 28' - 6" T.O. SHADING LOUVRE 27' - 10" B.O. PARAPET 26' - 11" VERTICAL GRID LINE NO.2 19' - 8 1/2"
0'-11 1/8"
3'-0 7/8"
4" ALUMINUM DOWN SPOUT FROM ROOF DRAIN CONCRETE WALL WITH BRICK VENEER (PERMANENT ELEMENT)
1'-8" CONCRETE FOUNDATION WALL 8' -3 3/4" T.O DOOR
8' -3 3/4" T.O DOOR
8' -3 3/4" T.O DOOR
18'-2 1/2"
20' -0" T.O WINDOW
2.5" RECESSED BRICK FOR A CONTINUOUS BAND
2" BRICK TOP LAYER SIDEWALK WITH A SAND AND GRAVEL BASE 4" THICK POROUS RECYCLED CONCRETE PARKING LOT WITH LARGE AGGREGATE
8' -3 3/4" T.O DOOR
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
CITY OF HAMMOND 310 E. CHARLES STREET HAMMOND, LOUISIANA
1'-8" 7'-0"
VERTICAL GRID LINE NO.1 10' - 6 1/8" T.O. FIN. FL. 1' - 8" T.S. 0' - 0"
0'-4"
9" DRAIN FOR DOWN SPOUT THAT LINKS TO THE CITY STORMWATER CONTROL 3' TALL PLANTER
DOUBLE GLAZED, LOW-E COATED GLASS WITH ALUMINUM FRAME
3 WEST ELEVATION
BRICK RAMP WITH A 1:12 SLOPE
DOUBLE GLAZED, LOW-E COATED GLASS CURTAIN WALL SYSTEM WITH ALUMINUM FRAME MULLIONS
1/16"=1'
CONSULTANTS
2
3
XXX A6XX
4
5
6
7
8
X A6XX
2 A501
T.O. PARAPET 31' - 3" T.O ROOF 28' - 6"
DOUBLE GLAZED, LOW-E COATED, GLASS CURTAIN WALL SYSTEM
20'-2" P.J.,TYP. T.O WINDOW
4" THICK CONCRETE SIDE WALK WITH 2" BRICK TOP LAYER 8' -3 3/4" T.O DOOR
8' -3 3/4" T.O DOOR
2
8' -3 3/4" T.O DOOR
7'-8" T.O WINDOW
0'-6" 1'-8"
5'-6"
1
9" DRAIN FOR DOWN SPOUT THAT LINKS TO THE CITY STORMWATER CONTROL
4 EAST ELEVATION
4" THICK POROUS RECYCLED CONCRETE PARKING LOW WITH LARGE AGGREGATE
CONCRETE RAMPS WITH BRICK TOP LAYER, SLOPE RATIO 1:12
DOUBLE GLAZED WINDOW WITH LOW-E COATING AND ALUMINUM FRAME AND TRIM
CONCRETE PLANTER WITH BENCH
CONCRETE PANEL SYSTEM WITH THIN BRICK VENEER
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL
7'-2 1/2" 4'-4"
1
12'-6"
ALUMINUM FRAM LOUVRE SHADING DEVICE 4" ALUMINUM DOWN SPOUT FOR ROOF DRAIN
T.O. SHADING LOUVRE 27' - 10" B.O. PARAPET 26' - 11" VERTICAL GRID LINE NO.2 19' - 8 1/2" VERTICAL GRID LINE NO.1 10' - 6 1/8" T.O. FIN. FL. 1' - 8" T.S. 0' - 0"
1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING 1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
SCHWEGMANN RENOVATION 1000 ROMA AVENUE HAMMOND, LOUISIANA
CONCRETE PANEL WALL SYSTEM WITH BRICK VENEER, PERMANENT ELEMENT
PROJECT NUMBER
1231232
KEY MAP
1/16"=1'
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS NO.
DATE
COMMENTS
BUILDING ELEVATIONS DATE
4/26/13
SCALE
1/16"=1'
DRAWN BY
LMH
CHECKED BY
UEM
A402
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
STEEL DECKING ROOF SYSTEM CONCRETE PARAPET WITH ALUMINUM BACKING
Final documents [147]
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
ADAPTABLE ARCHITECTS 4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
8
7 A
J6
I
5
K
4
3
2
ADAPTABLE ARCHITECTS
1
ALUMINUM FRAMED SHADING DEVICE
8' -3 3/4" T.O DOOR
8' -3 3/4" T.O DOOR
CONCRETE PLANTER
20' -0" T.O WINDOW
1' - 1 1/8" 5' - 6 3/8"
8' -3 3/4" DOOR
9' - 5" T.O
3' TALL PLANTER
DOUBLE GLAZED, LOW-E COATED GLASS WITH ALUMINUM FRAME
3 WEST ELEVATION
1/16"=1' 2" THICK RECYCLED BRICK PAVER FOR PARKING ISLAND 1" LAYER OF SAND 6" THICK RECYCLED POROUS CONCRETE PARKING LOT
8' -3 3/4" 8' -3 3/4" T.O DOOR T.O DOOR BRICK RAMP WITH A 1:12 SLOPE
185' - 8 7/8"
DOUBLE GLAZED, LOW-E COATED GLASS CURTAIN WALL SYSTEM WITH ALUMINUM FRAME MULLIONS
2" BRICK LAYER WITH VEGETATION IN BETWEEN AND GRAVEL AND SAND AS BASE LAYERS
1 SITE SECTION 3 WEST ELEVATION
6" CONCRETE CURB ACTING AS A RETAINING WALL BRICK RAMP WITH A 1:12 SLOPE 3' TALL PLANTER
DOUBLE GLAZED, LOW-E COATED GLASS WITH ALUMINUM FRAME
1/16"=1'
STEEL DECKING ROOF SYSTEM CONCRETE PARAPET WITH ALUMINUM BACKING
1
ALUMINUM FRAM LOUVRE SHADING DEVICE 4" ALUMINUM DOWN SPOUT FOR ROOF DRAIN
2
3
XXX A6XX
4
5
6
7
X A6XX
2 A501
DOUBLE GLAZED, LOW-E COATED, GLASS CURTAIN WALL SYSTEM
20'-2" P.J.,TYP. T.O WINDOW
4" THICK CONCRETE SIDE WALK WITH 2" BRICK TOP LAYER 8' -3 3/4" T.O DOOR
8' -3 3/4" T.O DOOR
2
BRICK SIDEWALK, 4" CURB
8' -3 3/4" T.O DOOR
7'-8" T.O WINDOW
1
4" ALUMINUM DOWN SPOUT FOR ROOF 9" DRAIN FOR DOWN SPOUT THAT LINKS 4" THICK POROUS DRAIN RECYCLED CONCRETE TO THE CITY STORMWATER CONTROL PARKING LOW WITH LARGE AGGREGATE STEEL DECKING ROOF SYSTEM
PROPOSED 2" BRICK SIDEWALK WITH 1" SAND AND 4" GRAVEL BASE LAYERS 6" CONCRETE CURB
CONSULTANTS
A
1/16"=1'
I
J
ALUMINUM K FRAM LOUVRE SHADING DEVICE
CONCRETE RAMPS WITH BRICK TOP LAYER, SLOPE RATIO 1:12
3 WITH BENCH CONCRETE PLANTER
T.O. PARAPET 31' - 3" T.O ROOF 28' - 6"
8' -3 3/4" T.O DOOR
VERTICAL GRID LINE NO.1 10' - 6 1/8" T.O. FIN. FL. 1' - 8" T.S. 0' - 0"
7
8
KEY MAP
20'-2" T.O WINDOW
8' -3 3/4" T.O DOOR
7'-8" T.O WINDOW
25'-9 1/2"
12'-6"
1685 EDWARDS ROAD 1000 ROMA AVENUE BATON ROUGE, LOUISIANA HAMMOND, LOUISIANA 225.417.3103 PROJECT NUMBER 1231232
CONCRETE PANEL WALL SYSTEM WITH BRICK VENEER, PERMANENT ELEMENT
KEY MAP
SCHWEGMANN RENOVATION
T.O. PARAPET 31' - 3" T.O ROOF 28' - 6" T.O. SHADING LOUVRE 27' - 10" B.O. PARAPET 26' - 11" VERTICAL GRID LINE NO.2 19' - 8 1/2" VERTICAL GRID LINE NO.1 10' - 6 1/8" T.O. FIN. FL. 1' - 8" T.S. 2'-0" 0' - 0"
1000 ROMA AVENUE HAMMOND, LOUISIANA
ADAPTABLE 1231232 ARCHITECTS PROJECT PROJECT NUMBER NUMBER KEY KEY MAP MAP
4445 ARCH AVENUE BATON ROUGE, LOUISIANA COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS 225.497.6719 AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK.
REVISIONS
CONCRETE PLANTER
NO.
DATE
COMMENTS
CITY OF HAMMOND
5 1/4" 8 7/8"
1'-8" 3'-0"
0'-10" 3'-11"
7'-8" T.O WINDOW
T.O. SHADING LOUVRE 27' - 10" B.O. PARAPET 26' - 11" VERTICAL GRID LINE NO.2 19' - 8 1/2"
CONCRETE PANEL WALL SYSTEM WITH BRICK VENEER, PERMANENT ELEMENT
1'-0"
8' -3 3/4" T.O DOOR
1'-2"
0'-9" 1'-9 1/8" 0'-4 1/2"
BRICK RAMP WITH A SLOPE OF 1:12 CONCRETE PLANTER BRICK STAIRS
DOUBLE GLAZED WINDOW WITH LOW-E COATING AND ALUMINUM FRAME AND TRIM
6 4CONCRETE PANEL SYSTEM 5 WITH THIN BRICK VENEER
P.J.,TYP.
0'-9 3/8" 1'-2 5/8" 19'-4 5/8"
20'-2" T.O WINDOW
SEE A602:1 FOR SIMILAR WALL TYPE 2" THICK RECYCLED BRICK WITH A 1" LAYER OF SAND AND 4" LAYER OF GRAVEL
CONSULTANTS 1234 CRANSBERRY DRIVE ENGINEERS BATON ROUGE, LOUISIANA 225.431.1295 GILL AND ASSOCIATES STRUCTURAL L&R ASSOCIATES 1234 CRANSBERRY DRIVE MECHANICAL/ELECTRICAL/ BATON ROUGE, LOUISIANA PLUMBING CONSULTANTS CONSULTANTS 225.431.1295 ENGINEERS 1685 EDWARDS ROAD BATON ROUGE, LOUISIANA GILL ANDL&R ASSOCIATES ASSOCIATES 225.417.3103 STRUCTURAL MECHANICAL/ELECTRICAL/ PLUMBING 1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA SCHWEGMANN 1685RENOVATION EDWARDS ROAD 225.431.1295 BATON ROUGE, LOUISIANA 1000 ROMA AVENUE 225.417.3103 L&R ASSOCIATES HAMMOND, LOUISIANA MECHANICAL/ELECTRICAL/ PROJECT NUMBER 1231232 PLUMBING SCHWEGMANN RENOVATION
8
2 A501
DOUBLE GLAZED, LOW-E COATED, GLASS CURTAIN WALL SYSTEM 4" THICK CONCRETE SIDE WALK WITH 2" BRICK TOP LAYER
3' -6 1/8" BELOW T.S.
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL
7'-2 1/2" 4'-0"
4 EAST ELEVATION
CONCRETE PARAPET WITH ALUMINUM BACKING
2
1
T.O. FIN. FL. 1' - 8" T.S. 0' - 0"
ROMA AVENUE
0'-6" 1'-8"
PRODUCED BY AN AUTODESK STUDENT PRODUCT
310 E. CHARLES STREET HAMMOND, LOUISIANA
VERTICAL GRID LINE NO.1 10' - 6 1/8"
DOUBLE GLAZED, LOW-E COATED GLASS CURTAIN WALL SYSTEM WITH ALUMINUM FRAME MULLIONS
1/16"=1'
310 E. CHARLES STREET HAMMOND, LOUISIANA
CITY OF HAMMOND
8' - 3 3/4"
7'-2 1/2" 4'-4"
184'-6 1/2" 1'-5 1/4"
12'-6"
1'-5"
5'-6"
12'-3 1/4"
18'-2 1/2"
8' -3 3/4" T.O DOOR
1'-8" 7'-0"
60'-0 3/4"
0'-4"
2'-9"
PROPOSED 9" DRAIN FOR DOWN SPOUT THAT LINKS TO THE CITY CONCRETE SIDEWALK STORMWATER6"CONTROL CONCRETE CURB 4" GRAVEL BASE LAYER
PRODUCED BY AN AUTODESK STUDENT PRODUCT
1
XXX 8'A6XX -3 3/4" T.O DOOR
7'-2 1/2" 4'-4"
7'-8" T.O WINDOW
1'-8" 3'-0"
2
2 A501
5'-6" 12'-6" 1'-8" 1'-5 7/8"
8' -3 3/4" T.O DOOR
3
1'-2"
1'-8" CONCRETE FOUNDATION WALL 9" DRAIN FOR DOWN SPOUT THAT LINKS TO THE CITY STORMWATER 2" BRICK TOP LAYER SIDEWALK WITH A SAND AND GRAVELCONTROL BASE 35'-5 1/2" 6'-9" 4" THICK POROUS RECYCLED CONCRETE PARKING LOT WITH LARGE AGGREGATE
4
20' -0" T.O WINDOW
X A6XX
5 1/4" 8 7/8"
5 20'-2" T.O WINDOW
CITY 225.497.6719 OF ADAPTABLE HAMMOND ARCHITECTS 310 E. CHARLES STREET HAMMOND, LOUISIANA 4445 ARCH AVENUE OF CITY BATON ROUGE, LOUISIANA 225.497.6719 HAMMOND
T.O. PARAPET 31' - 3" T.O ROOF 28' - 6" T.O. SHADING LOUVRE 27' - 10" B.O. PARAPET 26' - 11" VERTICAL GRID LINE NO.2 19' - 8 1/2" T.O. PARAPET 31' - 3" VERTICAL T.O ROOF GRID LINE NO.1 10' -- 6" 6 1/8" 28' T.O. SHADING LOUVRE T.O. FIN. FL. 27' - 10" B.O. 1' - 8"PARAPET T.S.- 11" 26' VERTICAL GRID LINE NO.2 0' - 0" 19' - 8 1/2"
0'-11 1/8" 3'-0 7/8" 18'-2 1/2" 12'-6" 7'-2 1/2" 4'-0"
6
3'-0 7/8"
7
4445 ARCH AVENUE BATON ROUGE, LOUISIANA
XXX A6XX
0'-11 1/8"
8
ALUMINUM FRAMED DEVICE 2.5" RECESSED BRICK SHADING FOR A CONTINUOUS BAND SEE A602:1 FOR SIMILAR WALL TYPE 1'-8"STEEL CONCRETE FOUNDATION WALL DECKING ROOF 2" THICK RECYCLED BRICK WITH A 1" LAYER OF SAND 2"CONCRETE BRICK TOPPARAPET LAYER SIDEWALK WITH A SAND AND GRAVEL WITH ALUMINUM BACKING AND 4" LAYER OF GRAVEL BASE 4" ALUMINUM DOWN SPOUT FROM ROOF DRAIN BRICK RAMP WITH A SLOPE OF 1:12 4" THICK POROUS RECYCLED CONCRETE PARKING LOT WITH CONCRETE WALL WITH BRICK VENEER CONCRETE PLANTER LARGE AGGREGATE (PERMANENT ELEMENT) BRICK STAIRS 2.5" RECESSED BRICK FOR A CONTINUOUS BAND
2 A501
1'-8" 7'-0" 0'-10" 3'-11"
X A6XX
4" ALUMINUM DOWN SPOUT FROM ROOF DRAIN CONCRETE WALL WITH BRICK VENEER (PERMANENT ELEMENT)
0'-4"
STEEL DECKING ROOF CONCRETE PARAPET WITH ALUMINUM BACKING
TCUDORP TNEDUTS KSEDOTUA NA YB DECUDORP
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK.
REVISIONS
6'-9"
35'-5 1/2"
2'-9"
60'-0 3/4"
12'-3 1/4"
1'-5"
COLLECTION/OVERFOW STORM DRAIN 4" SPLIT DRAIN TO OTHER BIOSWALE AND SEWER
NOITCES LLAW NIATRUC SSALG PROPOSED CONCRETE SIDEWALK 6" CONCRETE CURB '1="2/1 4" GRAVEL BASE LAYER
CAST IRON FRAME WITH ALUMINUM GRATING
1
4"-6" CONCRETE INFILL FOR DRAIN STABILITY 2" THICK RECYCLED BRICK PAVER FOR PARKING ISLAND 1" LAYER OF SAND 219'-2 5/8"PARKING LOT 6" THICK RECYCLED POROUS CONCRETE
SITE SECTION TO NORTH SITE SECTION 12 SOUTH
:SETON LARENEG 3/64"=1' .SLENAP ROOLF SSECCA ETAT ROF SNO ITACIFICEPS EES .1 1/16"=1' .SLENAP LLAW NIATRUC REENWAK ROF SNOITACIFICEPS EES .2 .1-206A FO SLIATED NALP ROF 406-306A EES .3
184'-6 1/2" 1'-5 1/4"
1' - 1 1/8" 5' - 6 3/8"
9' - 5"
185' - 8 7/8"
18" OF TOPSOIL FOR NATIVE VEGETATION USED FOR STORM WATER CONTROL TO FILTERATE AND ABSORB WATER AND SOME POLLUTANTS PERMEABLE FILTER FABRIC
2" BRICK LAYER WITH VEGETATION IN BETWEEN AND GRAVEL AND SAND AS BASE LAYERS 6" STORM DRAIN PERFORATED BOTTOM IN AREAS TO REDUCE STORM WATER TO SEWERS 4" LEVEL INFILTRATION TRENCH BOTTOM
4" OF PEA GRAVEL FROM ONSITE RECYCLING OF CONCRETE AND BRICK FOR INFILTRATION BIOSWALE WITH NATIVE VEGETATION; CONNECTED TO CITY'S2" UNDERGROUND WATER SYSTEM IN BETWEEN AND BRICK LAYER WITH VEGETATION GRAVEL AND SAND AS BASE LAYERS 1/2"=1' 54'-6 3/4" 6" CONCRETE CURB ACTING AS A RETAINING WALL
1
GLASS CURTAIN WALL SECTION
8' - 3 3/4"
BRICK PAVED PARKING ISLAND WITH CONCRETE CURB DOUBLE GLAZED WINDOW WITH LOW-E COATING AND ALUMINUM FRAME AND TRIM
NO.
CAST IRON DRAIN INLET WITH INTERMED SUPPORT 6" PIPE TO UNDERGROUND SEWER SYSTEM
DATE
COMMENTS
310 E. CHARLES STREET HAMMOND, LOUISIANA
COPYRIGHT COPYRIGHT 2013, 2013, ADAPTABLE ADAPTABLE ARCHITECTS ARCHITECTS ALL ALL DIMENSIONS DIMENSIONS AND AND EXISTING EXISTING CONDITIONS CONDITIONS SHALL SHALL BE BE CHECKED CHECKED AND AND VERIFIED VERIFIED BY BY THE THE CONTRACTOR CONTRACTOR BEFORE BEFORE PROCEEDING PROCEEDING WITH WITH THE THE WORK. WORK.
CONCRETE PANEL SYSTEM WITH THIN BRICK VENEER BRICK SIDEWALK, 4" CURB ROMA AVENUE
WALL SECTIONS
REVISIONS REVISIONS
PROPOSED 2" BRICK SIDEWALK WITH 1" SAND AND 4" GRAVEL BASE LAYERS
NO. NO.
6" CONCRETE CURB GENERAL NOTES: 1. SEE SPECIFICATIONS FOR TATE ACCESS FLOOR PANELS. 2. SEE SPECIFICATIONS FOR KAWNEER CURTAIN WALL PANELS. 3. SEE A603-604 FOR PLAN DETAILS OF A602-1.
DATE DATE
DATE
4/26/13
DRAWN BY
LMH
COMMENTS COMMENTS
SCALE
AS NOTED
UEM BUILDING CHECKED BY
ELEVATIONS A602
DATE
4/26/13
SCALE
1/16"=1'
DRAWN BY
LMH
CHECKED BY
UEM
SITE BUILDING SECTIONS A402 ELEVATIONS
PRODUCED BY AN AUTODESK STUDENT PRODUCT CONSULTANTS
AS1/16"=1' NOTED
DATE DATE
4/26/13
SCALE SCALE
DRAWN DRAWN BY BY
LMH
CHECKED CHECKED BY BY
A501 A402
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL 1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING 1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
SCHWEGMANN RENOVATION
PRODUCED BY AN AUTODESK STUDENT PRODU
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCEDSTUDENT BY AN AUTODESK PRODUCED BY AN AUTODESK PRODUCTSTUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
TCUDORP TNEDUTS KSEDOTUA NA YB DECUDORP
UEM
PRODUCED BY AN AUTODESK STUDENT PRODUCT
STEEL ROOF DECKING FILLED WITH CONCRETE 1
ADAPTABLE ARCHITECTS
3 5/8"
5" 3 3/4"
1' - 7 1/2"
1' - 5 3/4"
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
1' - 3 1/4"
6 3/8"
3 1/2" 2 1/2"
7 3/4"
8 7/8" 3" 4 5/8" 6"
3/4"
3 1/2" 3" 1/8" 5 1/2"2 5/8" 9 1/8"
FIRESAFING CONTAINED IN STEEL CLOSURE STEEL PLATES WELDED TO A L ANGLE
2 1/2" 1/4"
REINFORCED CONCRETE PARAPET
1"
WATERPROOFING AND ROOF MEMBRANE RIGID INSULATION
STEEL BOLT ASSEMBLE (SEE A603)
CITY OF HAMMOND
K 18 STEEL JOIST WELED STEEL ANGLE PLATE VG STEEL OPEN WEB JOIST GIRDER (24VG)
6"
LOUVRES STRUCTURAL ALUMINUM FRAMING FOR SHADING DEVICE
3
2 1/8" 1"
ALUMINUM PARAPET CAP
SEALANT WITH BACK ROD TIE RODS FORSHADING DEVICE
310 E. CHARLES STREET HAMMOND, LOUISIANA VG STEEL OPEN WEB JOIST GIRDER (24VG)
K 18 STEEL JOIST
23' - 6 1/2"
21' - 5 1/8"
CONSULTANTS
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL 1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
CONCRETE PANEL WITH BRICK VENEER
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING
CARPET FINISH
1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
STEEL ACCESS FLOOR PEDESTALS STEEL PLATE WELDED TO COLUMN (SEE A603) NON-STRUCTURAL PARTITION FOR SEPARATING SAME OCCUPATION GROUP (NO SEPARATION FIRE BARRIER NEEDED)
SCHWEGMANN RENOVATION
SEALANT WITH BACK ROD
1000 ROMA AVENUE HAMMOND, LOUISIANA
FOUNDATION WALL ATTACHED TO EXISTING SLAB WITH REBAR RIGID INSULATION WITH STEEL STUDS 16" O.C.
DRAINAGE FOR FOUNDATION AND ROOF DRAIN GRAVEL LAYER BRICK SURFACE
3 LAYERS OF 5/8" GYPSUM BOARD FOR FIREPROOFING
SAND LAYER
PROJECT NUMBER
1231232
KEY MAP
A490 1/2" BOLT AND L ANGLE TO CONNECT WALL TO ACCESS FLOOR
1' - 8 1/2"
2' - 0"
1' - 0 3/4"
6 3/4" 5 3/8"
2' - 1 1/2"
2' - 0"
1' - 6"
HOOK ANCHOR BOLTS AND STEEL PLATE TO ATTACH COLUMN TO SLAB
ACCESS FLOOR PEDESTAL CARPET FINISH FLOOR MEMBRANE
6"
6"
1' - 5 1/4"
1 1/2"
ALUMINUM FLASHING
1 7/8" 1 3/8" 1 1/4"
1 1/8" 1 1/8" 5 1/2" 6"
PEDESTALS FOR ACCESS FLOOR TO GO AROUND COLUMN
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK.
CONCRETE FOOTING
REVISIONS NO.
1' - 6" 2 1/4"
1' - 6 7/8"
5"
1' - 3 1/4"
COMMENTS
2' - 0"
2 7/8" 1 3/4" 1 5/8" 1 1/4" 1 3/4" 1 3/4"
EXTERIOR CONCRETE PANEL WALL SECTION
2
1/2"=1'
PARTITION WALL SECTION (NOT A FIRE WALL) 1/2"=1'
WALL SECTIONS
GENERAL NOTES: 1. SEE SPECIFICATIONS FOR TATE ACCESS FLOOR PANELS. 2. SEE A603-604 FOR PLAN DETAILS OF A601-1. DATE
4/26/13
SCALE
1/2"=1'
DRAWN BY
LMH
CHECKED BY
UEM
A601
PRODUCED BY AN AUTODESK STUDENT PRODUCT
1
DATE
1' - 6"
Final documents [149]
PRODUCED BY AN AUTODESK STUDENT PRODUCT 1
STEEL ROOF DECKING FILLED WITH CONCRETE
ADAPTABLE ARCHITECTS
1"3 5/8"
ALUMINUM PARAPET CAP
2' - 3 7/8"
SEALANT WITH BACK ROD TIE RODS FORSHADING DEVICE WATERPROOFING AND ROOF MEMBRANE RIGID INSULATION
3 1/2" 2 1/2"
REINFORCED CONCRETE PARAPET
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
CITY OF HAMMOND
LOUVRES STRUCTURAL ALUMINUM FRAMING FOR SHADING DEVICE
2 1/4" 5 1/8"
3 3/4"
2 7/8"
2 1/8"
7 1/4"
310 E. CHARLES STREET HAMMOND, LOUISIANA
6"
7' - 9 1/2"
STEEL BOLT ASSEMBLE (SEE A603) DOUBLE GLAZED, LOW E GLASS
7 3/4" 3 1/8" 7/8" 2 1/8" 1' - 1 1/8"
9"
FIRESAFING CONTAINED IN STEEL CLOSURE STEEL PLATES WELDED TO A L ANGLE
4' - 9 1/8"
VG STEEL OPEN WEB JOIST (24VG)
2 1/2"
K 18 STEEL JOIST
8' - 9 1/2"
CONSULTANTS
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL 1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
2 1/2"
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING ALUMINUM HORIZONTAL MULLION
1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
CARPET FINISH
SCHWEGMANN RENOVATION
STEEL ACCESS FLOOR PEDESTALS
1000 ROMA AVENUE HAMMOND, LOUISIANA
STEEL PLATE WELDED TO COLUMN (SEE A603) 7' - 5 3/8"
VERTICAL ALUMINUM MULLION, ATTACHED TO COLUMN (STRUCTURAL MEMBER) HORIZONTAL MULLION THAT RUNS ALONG THE EDGES OF THE CURTAIN WALL SEALANT WITH BACK ROD
PROJECT NUMBER
1231232
KEY MAP
FOUNDATION WALL ATTACHED TO EXISTING SLAB WITH REBAR DRAINAGE FOR FOUNDATION AND ROOF DRAIN GRAVEL LAYER BRICK SURFACE
5" 4 1/8"
9 1/8"
6"
2"1"
1' - 6 3/4"
ALUMINUM FLASHING
1 11/4" 3/8" 1"2"3 5/8" 2 7/8" 6"
SAND LAYER
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS NO.
1
GLASS CURTAIN WALL SECTION
COMMENTS
WALL SECTIONS
1/2"=1'
GENERAL NOTES: 1. SEE SPECIFICATIONS FOR TATE ACCESS FLOOR PANELS. 2. SEE SPECIFICATIONS FOR KAWNEER CURTAIN WALL PANELS. 3. SEE A603-604 FOR PLAN DETAILS OF A602-1.
DATE
DATE
4/26/13
SCALE
1/2"=1'
DRAWN BY
LMH
CHECKED BY
UEM
A602
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT 1
DOUBLE GLAZED, LOW--E GLASS, INSULATED SEALANT FOR WATERPROOFING SEALANT WITH BACK ROD HORIZONTAL ALUMINUM MULLION, VARIOUS HEIGHTS (SEE ELEVATIONS AND SPECS. FOR INDIVIDUAL DIMENSIONS) 1/8" HOLLOW ALUMINUM VERTICAL STRUCTURAL MULLION (SEE SPECIFICATIONS AND PRODUCT MANUAL FOR DETAILS)
1/4" 5/8" 5/8"5/8"
1/2" 1/2"
7 1/2"
4 7/8"
7/8" 3/4"
1' - 0 1/8"
ADAPTABLE ARCHITECTS
1/8" HOLLOW ALUMINUM VERTICAL STRUCTURAL MULLION FOR WALL TRANSITION (SEE SPECIFICATIONS AND PRODUCT MANUAL FOR DETAILS) 5/8" GYPSUM BOARD FOR FIRE PROOFING
8 3/4"
2 1/2"
1 5/8" C STEEL STUD
1/2"x4 1/2"x2" HOLLOW STEEL TUBE
1/8" 1 1/4"
3/8" 2 1/4"
1"
3/4" A490 BOLT (SEE STRUCTRAL DRAWINGS)
3 3/4"
D
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
EXISTING W10x77 STEEL WIDE FLANGE COLUMN
CITY OF HAMMOND
3/4" THICK STEEL PLATE WELDED TO EXISTING COLUMN 1/2" A490 BOLT (SEE STRUCTURAL DRAWINGS)
4 1/4"
L4x3x3/8 STEEL ANGLE
2 1/2"
8 3/4"
310 E. CHARLES STREET HAMMOND, LOUISIANA
SELF TAPPING SCREWS
1/4" 1/2" 1 3/4"
INTERIOR RELEASE (MUST REMAIN IN PALACE TO MAINTAIN FIRE RATING) HOLE IN WALL FINISH FOR LATCH ACCESS STEEL FIRE RATED ACCESS PANEL EMBEDDED INTO ADJACENT WALL AND SEALED AT COLUMN DRYWALL CONNECTION KNURLED KNOB/KEY OPERATED SLAM LATCH PANEL DOOR
1/8" 1/4" 5/8"3/4" 1" 1/4" 1/4"
L6x4x3/8 STEEL ANGLE 3/8"x6"X6" STEEL PLATE WELDED TO STUD 3/4" STEEL STUD, SHEAR CONNECTOR ENERGY STAR QUALIFIED R-4 RIGID FOAM INSULATION REINFORCED PRECAST CONCRETE STEEL WIRE LATH SCRATCH BASE COAT HI-BOND VENEER MORTAR COAT 5/8" THIN BRICK
CONSULTANTS
2 PLAN DETAIL-- CONC. PANEL WALL AND GLASS C.W. CONNECTION 3"=1'
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL 1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
GENERAL NOTE: ALL EXPOSED STEEL IS FIRE PROOFED TO MEET 3 HOUR FIRE PROTECTION USING A LIQUID,THIN AGENT.
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING 1
1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
1 5/8"
5/8"
1/2"
1/8"
10"
4 7/8"
1/4" 1/8" 1/2" 1 3/4" 1/4" 5/8" 1 7/8"
1/8" 1 1/2" ENERGY STAR QUALIFIED R-4 RIGID FOAM INSULATION REINFORCED PRECAST CONCRETE
1/2" 1/2" 1/4" 1"
3 3/4"
1" 3/4"
5 1/8"
4 1/2"
STEEL FIRE RATED ACCESS PANEL EMBEDDED INTO ADJACENT WALL AND SEALED AT COLUMN DRYWALL CONNECTION
5/8" 1 1/4" 5/8" DOUBLE GLAZED, LOW--E GLASS, INSULATED
3"
8 3/4"
1 5/8" C STEEL STUD HORIZONTAL ALUMINUM MULLION, VARIOUS HEIGHTS (SEE ELEVATIONS AND SPECIFICATIONS FOR INDIVIDUAL DIMENSIONS) EXISTING W10x77 STEEL WIDE FLANGE COLUMN
EXISTING W10x77 STEEL WIDE FLANGE COLUMN
3 1/2"
3/4" A490 BOLT (SEE STRUCTRAL DRAWINGS)
1/2" 1/2"
1/8" HOLLOW ALUMINUM VERTICAL STRUCTURAL MULLION (SEE SPECIFICATIONS AND PRODUCT MANUAL FOR DETAILS) E
1/2"x4 1/2"x2" HOLLOW STEEL TUBE
1/2" A490 BOLT (SEE STRUCTURAL DRAWINGS)
3/4" THICK STEEL PLATE WELDED TO EXISTING COLUMN 1/2" A490 BOLT (SEE STRUCTURAL DRAWINGS)
L4x3x3/8 STEEL ANGLE
L4x3x3/8 STEEL ANGLE
9 3/4"
8 3/4"
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS
SELF TAPPING SCREWS
NO.
1
1/4" 1/2" 1 3/4"
1/8" 1/4" 5/8"3/4" 1" 1/4" 1/4"
INTERIOR RELEASE (MUST REMAIN IN PALACE TO MAINTAIN FIRE RATING) HOLE IN WALL FINISH FOR LATCH ACCESS L6x4x3/8 STEEL ANGLE 3/8"x6"X6" STEEL PLATE WELDED TO STUD STEEL FIRE RATED ACCESS PANEL EMBEDDED INTO ADJACENT WALL AND SEALED AT COLUMN DRYWALL CONNECTION WITH SPRING FOR AUTO CLOSE KNURLED KNOB/KEY OPERATED SLAM LATCH PANEL DOOR 3/4" STEEL STUD, SHEAR CONNECTOR STEEL WIRE LATH SCRATCH BASE COAT HI-BOND VENEER MORTAR COAT
GENERAL NOTE: ALL EXPOSED STEEL IS FIRE PROOFED TO MEET 3 HOUR FIRE PROTECTION USING A LIQUID,THIN AGENT.
1 PLAN DETAIL-- CONC. PANEL WALL CONNECTION 3"=1'
PRODUCED BY AN AUTODESK STUDENT PRODUCT
3"=1'
DATE
COMMENTS
4/24/13
EXT. WALL DETAILS
5/8" THIN BRICK
3 PLAN DETAIL-- GLASS C.W. CONNECTION
1231232
KEY MAP
1" MOUNTED ACOUSTIC PANELS
3/4" A490 BOLT (SEE STRUCTURAL DRAWING)
3/4" THICK STEEL PLATE WELDED TO EXISTING COLUMN
1000 ROMA AVENUE HAMMOND, LOUISIANA PROJECT NUMBER
1 5/8" C STEEL STUD
4 1/4"
9 3/4"
1 7/8" 3 7/8" 1 5/8"
ALUMINUM WATERPROOFING SILL PLATE WITH BACK ROD 5/8" GYPSUM BOARD FOR FIRE PROOFING
5/8" GYPSUM BOARD FOR FIRE PROOFING
SCHWEGMANN RENOVATION
DATE
4/26/13
SCALE
3"=1'
DRAWN BY
LMH
CHECKED BY
UEM
A603
Final documents [151]
PRODUCED BY AN AUTODESK STUDENT PRODUCT K 5/8"5/8" 1 1/4" 1/2" 1 3/4" 1/4"
3/8" 1/4" 3/4" STEEL STUD, SHEAR CONNECTOR 3/8"x6"X6" STEEL PLATE WELDED TO STUD L6x4x3/8 STEEL ANGLE
1 1/8"1/2" 1 7/8" 3/8" 3/8" 1 7/8"
5/8" GYPSUM BOARD FOR FIRE PROOFING 1 5/8" C STEEL STUD
ADAPTABLE ARCHITECTS
3/4" THICK STEEL PLATE WELDED TO EXISTING COLUMN 3/4" A490 BOLT (SEE STRUCTURAL DRAWINGS) L4x3x3/8 STEEL ANGLE SELF TAPPING SCREWS
4 3/8"
1/2" A 490 BOLT (SEE STRUCTURAL DRAWINGS)
4445 ARCH AVENUE BATON ROUGE, LOUISIANA 225.497.6719
EXISTING W10 x77 STEEL WIDE FLANGE COLUMN
4 1/4"
3/8" 1 3/8" 5/8"
1/2"x5"x3" HOLLOW STEEL TUBE HOLE IN WALL FINISH FOR LATCH ACCESS KNURLED KNOB/KEY OPERATED SLAM LATCH PANEL DOOR
6
CITY OF HAMMOND 310 E. CHARLES STREET HAMMOND, LOUISIANA
1 3/4"
2 7/8"
INTERIOR RELEASE (MUST REMAIN IN PALACE TO MAINTAIN FIRE RATING) STEEL FIRE RATED ACCESS PANEL EMBEDDED INTO ADJACENT WALL AND SEALED AT COLUMN DRYWALL CONNECTION WITH SPRING FOR AUTO CLOSE
5 5/8"
FABRICATED ALUMINUM MULLION THAT ALSO IS A BUILT IN DOWN SPOUT FOR THE ROOF DRAIN (1/2" THICK EXTERIOR WALL, 1/4" THICK INTERIOR WALL) 1/2"x4 1/2"x2" HOLLOW STEEL TUBE
1/2" A 490 BOLT WITH CAP (SEE STRUCTURAL DRAWINGS) 3 3/4"
9"
5 1/2"
1 5/8"
3"
5/8" 3/4" 5/8"
1 1/4"
REINFORCED PRECAST CONCRETE
1/2"
2 1/2"
ENERGY STAR QUALIFIED R-4 RIGID FOAM INSULATION
4 3/4"
STEEL WIRE LATH SCRATCH BASE COAT HI-BOND VENEER MORTAR COAT 5/8" THIN BRICK CONSULTANTS
2 PLAN DETAIL-- CONCRETE PANEL CORNER
ENGINEERS
GILL AND ASSOCIATES STRUCTURAL
3"=1'
1234 CRANSBERRY DRIVE BATON ROUGE, LOUISIANA 225.431.1295
L&R ASSOCIATES MECHANICAL/ELECTRICAL/ PLUMBING
5/8" 5/8" 5/8" 5/8"
4 3/8"
5 1/8"
3/4" 1"
3"
3/4"
2 1/4"
5/8" GYPSUM BOARD FOR FIRE PROOFING
1685 EDWARDS ROAD BATON ROUGE, LOUISIANA 225.417.3103
1 5/8" C STEEL STUD EXISTING W10 x77 STEEL WIDE FLANGE COLUMN
SCHWEGMANN RENOVATION 1000 ROMA AVENUE HAMMOND, LOUISIANA
1 7/8"
3/4" THICK STEEL PLATE WELDED TO EXISTING COLUMN
7/8" 1 5/8"
3/4" A490 BOLT (SEE STRUCTURAL DRAWINGS)
PROJECT NUMBER
L4x3x3/8 STEEL ANGLE
1231232
KEY MAP
1/2" A 490 BOLT (SEE STRUCTURAL DRAWINGS)
4 5/8"
1/8" HOLLOW ALUMINUM VERTICAL STRUCTURAL MULLION (SEE SPECIFICATION AND PROJECT MANUAL TO DETAILS) 1/2"x5"x3" HOLLOW STEEL TUBE
I
3/4" 1"
4 1/8"
1/2" A 490 BOLT WITH CAP (SEE STRUCTURAL DRAWINGS)
4 3/4"
FABRICATED ALUMINUM MULLION THAT ALSO IS A BUILT IN DOWN SPOUT FOR THE ROOF DRAIN (1/2" THICK EXTERIOR WALL, 1/4" THICK INTERIOR WALL)
COPYRIGHT 2013, ADAPTABLE ARCHITECTS ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. REVISIONS NO.
DATE
COMMENTS
SEALANT FOR WATERPROOFING 3/4"
3 1/8"
1 1/4" 1 1/4"
2 5/8"
1 7/8"
5 1/4"
1 1/2"
HORIZONTAL ALUMINUM MULLION, VARIOUS HEIGHTS (SEE ELEVATIONS AND SPECIFICATIONS FOR INDIVIDUAL DIMENSIONS)
3/8" DOUBLE GLAZED, LOW-E GLASS, INSULATED
1 PLAN DETAIL-- GLASS C.W. CORNER 3"=1'
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
ALUMINUM WATERPROOFING SILL PLATE
GENERAL NOTE: ALL EXPOSED STEEL IS FIRE PROOFED TO MEET 3 HOUR FIRE PROTECTION USING A LIQUID,THIN AGENT.
EXT. WALL DETAILS DATE
4/26/13
SCALE
3"=1'
DRAWN BY
LMH
CHECKED BY
UEM
A604
Logan Michelle Harrell
Final review boards
1
2
3
4
CONTINUOUS ADAPTABILITY: Continuous Adaptability incorporates adaptive reuse, which modifies and updates a building and changes its function, and also adds a continuous adaptive process. Continuous Adaptability creates a continuous value to the site that can adapt to the community as it changes and reduces and even can eliminate the vacancy potential. It addresses the human, building, community, and environmental scales. The big box stores obtain the ability to experience this quality due to their structure, location, and other features. Through investigation and design, the Continuous Adaptability becomes embedded in the big box transformation, which unveils the
VALUe in tHe DisMisseD.
Over the past century, big box stores have become victims of displaced value. When initially constructed and occupied, the value placed on these stores comes from the goods and services that they hold, not on the building itself. However, when this placed value and program are removed due to economic and marketing production, the big box stores become vacant and forgotten; valueless.
Looking beyond the initial program and the boxie exterior, there is true value in these dismissed structures that can go beyond the monetary value. The concept of revealing the value, while incorporating a sustainable environment, will create positive engagement to the site and the community. The value will be revealed through an adaptive reuse process that obtains a quality of adaptive continuity.
FLexibiLity in tHe GHost box
GRiD systeM: Applicable to structure and building footprint Simple and fast production
RooFinG: Basic steel decking roof with concrete fill and usually a parapet (either aluminum or masonry/concrete)
R o o F F R A M e A n D C o L U M n A R R A n G e M e n t: Steel frame (Open web joist an girder system) Durable Open Space for flexible spatial configurations
FoUnDAtion: Basic 6â&#x20AC;? reinforced concrete slab with slab edges Square footings with anchored column plates that are welded to columns
PA R K i n G L o t: (NTS) Approximately 400 parking spaces or larger Reserves land from being developed, therefore can be transformed into green space Reinforced concrete paving
MAteRiAL:
Brick
Concrete Masonry Units (CMU)
Precast and Cast-In-Place Concrete
Common material that is familar in the construction industry Recyclable Flexibility in reuse
exteRioR FACADes: Facades are simple and windowless Less limitations, more flexibility in window and other opening placement Made with basic, common material for faster construction process
Brick Wall (Usually layered with CMU)
CMU Wall (for brick wall or retaining wall)
Precast Concrete Panels (older big box panels are not insulated)
box CAse stUDy
Final documents [153]
The location for Continuous Adaptability is located in the city of Hammond, Louisiana. The city lies between two major cities, Baton Rouge and New Orleans. Because of its interstate access to both I-12 and I-55, there is only an hour travelling distance to Baton Rouge and New Orleans, which has stimulated growth within the city. Between 1990 and 2010, the population grew by 20% and is considered one of the fastest growing cities in the state of Louisiana. It is projected that the population will grow by 47% in 2015.1 Before the suburban sprawl, “Hammond’s Downtown and historic neighborhoods created a sharp edge of development against the city’s surrounding farmland and natural areas.”2 But since then, the city’s edge is experiencing a suburban sprawl.
B
2
1
A
A
1
soUtH FACADe
2
noRtH FACADe
eAst FACADe
West FACADe
B
FLexibiLity in sCHWeGMAnn’s MAteRiAL
R e M o VA L s t R At e G y F o R ReCyCLinG AnD ReUse
Masonry Gravel/Porous material for landscaping and bioswales On-Site Crushing
Careful Extraction
Brick Pavers for parking islands and sidewalks
Brick
Concrete
Cast-In-Place Concrete for sidewalk foundation, planters, concrete panels, Etc.
Precast Concrete Panels Not Insulated
On-Site Crushing
Porous Concrete for parking lot
Gravel/Porous material for landscaping and bioswales
Cast-In-Place Concrete
FLexibiLity tHRoUGH RestRAint estAbLisHinG PeRMAnent AReAs FoR FLexibiLity in bUiLDinG CoDe AnD ConFiGURAtions
MeCHAniCAL, eLeCtRiCAL, AnD PLUMbinG
CoRRiDoR ConFiGURAtion FoR Most stRinGent bUiLDinG CoDe
FLooR PLAn ConFiGURAtion 1: CoDe A n A Ly s i s
Assembly A-1 Area Limitation: 15,500 sq. ft Floor Area: 9,615 sq. ft Occupancy Load: 497
Mechanical room Plumbing room
EXIT 5
180
360
EXIT 2 MECH. RM. 203
MECH. RM. 204
Plumbing room
Business B Area Limitation: 37,500 sq. ft Floor Area: 8,120 sq. ft Occupancy Load: 58
PLUM. RM. 304
PLUM. RM. 303
EXIT 1
PLUM. RM. 305
3 1 C1 2
360
4 PLUM. RM. 306 MECH. RM. 202
PLUM. RM. 302
4 C2 5
PLUM. RM. 301
Mercantile M Area Limitation: 21,500 sq. ft Floor Area: 5,318 sq. ft Occupancy Load: 81
360
MECH. RM. 201
EXIT 4
residential r-2 Area Limitation: 24,000 sq. ft Floor Area: 9,874 sq. ft Occupancy Load: 39 Total
360 EXIT 3
180
MECH. RM. 205
EXIT 6
o n e WA L L / s PA C e
WALL ReqUiReMents FoR CoDe
ConFiGURAtion MODULAr ExTErIOr WALLS Opaque Walls for Privacy and/or Thermal Control 3 hour fire resistance rating Glass/Transparent Walls for More Public Uses MODULAr INTErIOr WALLS WIThIN A PArTICULAr PrOGrAM/OCCUPANCY GrOUP 24’ Partition Walls (Access Floor to roof Joist)
1
MODULAr INTErIOr WALLS USED AS SEPArATION BArrIErS BETWEEN PrOGrAM/OCCUPANCY GrOUPS 28’ Fire Walls (Slab To roof) 3 hour fire-resistance rating PErMANENT INTErIOr WALLS
2
24’ Partition Walls -required Fire rating: N/A -Provided Fire rating: 3 hours, except residential Area, which is 1 hour.
Incidental Accessory Occupancy Walls -required Fire rating: 1 to 2 hours -Provided Fire rating: 3 hours
28’ Fire Barrier Assemblies between Occupancies’ Fire Areas -required Fire rating: 2 hours -Provided Fire rating: 3 hours
Exterior Walls -required Fire rating: 1 hour -Provided /fire rating: 3 hours
28’ Fire Walls (Slab To roof) 3 hour fire-resistance rating ALL COLUMNS AND rOOF STrUCTUrAL MEMBErS PrOvIDE A 3 hOUr FIrE rESISTANCE rATING
3
4
FLexibiLity in AnD PRoGRAM:
FLooR
PLAns FLooR PLAn #2
FLooR PLAn #1
1
1
2
3
6
1
2
2
3
6
4
6
5
6
4
9
8
6 6
5
6
6
6
6
6
6
6
6
10
11
1
7 7
1
Mechanical, Plumbing, and Permanent restrooms
2
1’8” high Tate Access Floors
3
hvAC System (Underfloor Air Distribution with vAv Perimeters and Swirl Diffusers)
4
Electrical Wiring and Data Cables
5
Plumbing Lines
6
Foundation Slab
1 2 3 4 5 6
retail Print Shop Professional Office Architecture Firm Performance Theatre Apartments
(M) (B) (B) (B) (A-1) (r-2)
Mechanical and Electrical room Plumbing room Permanent restrooms
1 2 3 4 5 6 7 8 9 10 11
retail (M) Bar (A-2) Bank (B) Animal hospital (B) Beauty Shop (B) Antique retail (M) Professional Office (B) Outpatient Clinic (B) Day Care (B) Art Gallery (B) restaurant (A-2) Mechanical and Electrical room Plumbing room Permanent restrooms
5
6
exteRioR MoDULAR WALL systeM
Final documents [155] C o n C R e t e PA n e L At tA C H M e n t LOUvrES
CONCrETE PArAPET STANDArD STEEL rOOF DECkING
5/8” ThIN BrICk hI-BOND vENEEr MOrTAr ALUMINUM FrAME FOr ShADING DEvICE
SCrATCh BASE COAT STEEL WIrE LATh
ExISTING W10x77 STEEL WIDE FLANGE COLUMN ENCASED IN 3 LAYErS OF 5/8” GYPSUM BOArD FOr 3 hOUr FIrE rATING
rEINFOrCED PrECAST CONCrETE PANEL
A 5/8” ThIN BrICk hI-BOND vENEEr MOrTAr
A
3/4” ThICk STEEL PLATE WELDED TO ExISTING COLUMN
SCrATCh BASE COAT STEEL WIrE LATh rEINFOrCED PrECAST CONCrETE PANEL
SEALANT AND BACk rOD
ExISTING W10x77 STEEL WIDE FLANGE COLUMN ENCASED IN 3 LAYErS OF 5/8” GYPSUM BOArD FOr 3 hOUr FIrE rATING
ENErGY STAr qUALIFIED r-4 rIGID FOAM INSULATION
3/4” ThICk STEEL PLATE WELDED TO ExISTING COLUMN
STEEL FIrE rATED ACCESS PANEL EMBEDDED INTO ADJACENT WALL AND SEALED AT COLUMN DrYWALL CONNECTION
3/4” STEEL STUD, ShEAr CONNECTOr
L4x3x3/8 STEEL ANGLE
3/8”x6”x6” STEEL PLATE WELDED TO STUD L6x4x3/8 STEEL ANGLE (2) 1/2”x4 1/2”x2” hOLLOW STEEL TUBE
1/2” A490 BOLT rEINFOrCED CONCrETE FOUNDATION WALL
GLAss CURtAin WALL AttACHMent (KAWneeR WALL systeM)
B DOUBLE GLAzED, LOW-E GLASS, INSULATED
B
1/8” hOLLOW ALUMINUM vErTICAL STrUCTUrAL MULLION hOrIzONTAL ALUMINUM MULLION, vArIOUS hEIGhTS
DOUBLE GLAzED, LOW-E GLASS, INSULATED
1/8” hOLLOW ALUMINUM vErTICAL STrUCTUrAL MULLION
hOrIzONTAL ALUMINUM MULLION, vArIOUS hEIGhTS ExPOSED STEEL AND OThEr STrUCTUrAL MEMBErS ArE COATED WITh A ThIN FIrE rATED PAINT
hOrIzONTAL MULLION ThAT rUNS ALONG ThE EDGES OF ThE CUrTAIN WALL