Brick Studio Portfolio 2012

7/27/2019 Brick Studio Portfolio 2012

1/120


2/120


3/120

culinary arts schoolmississippi state universitys c h o o l o f a r c h i t e c t u r eprofessors a. gregory + h. herrmann

arc 3546 - arch. design III-b - spring 2012

jessica alexandersamuel ball

tyler baumannmack bradenjared brown

ryan callahanzach carnegie

blake clantonclay cottingham

michael davislondon evansmichael ford

jordan gilldanielle glasstaylor keefer

sam kruseeeric lynn

andrew mcmahanshann moorejacob owenskristin perry

chelsea piercenick purvis

sanjay rajputadam rhoadeschance stokes

trey symingtonsalena tew

john thomasmichael varhallamemphis


4/120

Faculty AdvisorAlexis Gregory

Hans Herrmann

Design / EditingTyler Baumann

Mack Braden

Danielle Glass

Taylor KeeferMichael Varhalla

Typeset in Aller, Colaborate

Printed by Lulu Enterprises, Inc.

2012 School of ArchitectureCollege of Architecture, Art, & Design

Mississippi State University

All rights reserved

All photographs and drawings are courtesy of the contributors andstudents unless otherwise noted. All efforts have been made to obtain

lawful permission to reprint copyright images. No part of this book may

be used or reproduced in any manner without written permission from

the publisher, except for copying permitted by sections 107 and 108 of

the U.S. Copyright Law and except for reviewers for the public press.

Every effort has been made to see that no inaccurate or misleading data,

opinions or statements appear in this Portfolio. The data and analysisappearing in the content herein are the responsibility of the contributors

concerned.


5/120


6/120

ASSOCIATION OF COLLEGIATE

SCHOOLS OF ARCHITECTURE


7/120

INTRODUCTION

STUDIO SYNOPSIS

This collection of work acts as a summary

of studies for the third year studio at the

School of Architecture of Mississippi State

University. The aspirations of the course

serve to supply the studio with the most

developed exercise in design process in

their collegiate careers so far, ranging

from site analysis and conceptual

inspiration to design development. Thesaid exercise is manifested in the

students submission of work to Brick

Industry Association, Association of

Collegiate Schools of Architecture and

Linel awards, for innovative uses in brick,

steel, and facades respectively. The

parameters for use of the theme materials

are left to any given individuals

interpretation, as long as the program

requirements are satisfied, as listed on the

following spread. The results of the

exercise and associated award winners

are documented in the ensuing

publication, which includes collaborative

studio work, and accompanying individual

portfolios of work for the project, to be

viewed as companion text.

AWARD SUBMISSIONS

The ACSA (Association of Collegiate Schools

of Architecture) has held an annual national

competition encompassing innovative use of

steel in architectural design for eleven

consecutive years, with 2012 being no

exception. In the twelfth iteration, the third

year studio in the School of Architecture at

Mississippi State University submitted their

work as individual entries. The competitionallows the student large freedom in choice

of site and design aspects, with the only

requirements being the use of steel and

programmatic outline, which provided a

basis on which the studio project was

constructed. This, along with the competition

sponsored by The Brick Industry Association

challenges the students to expanding the

dimensions of their theory in heightening

their attention to microscopic design through

material and details.

In addition to the ACSA competition, the

Linel Corporation has sponsored a

competition encouraging the design of

innovative facade systems. The individuals

are permitted to use any material as an

emphasis in the design, as long as the

facade system used on the project

assesses the design issue of the

exterior in an innovative manner.

As well, The Brick Industry

Association offers an award to

students who submit winning designs

to the organization who show adeveloped and innovative use of brick

as a priamry building material. The

Association has offered Mississippi

State Universitys School of

Architecture an exclusive opportunity,

allowing the third year studios

members to be the only submittals.

Accordingly, the winners of the

competition shall be from Mississippi

States studio.


8/120

PROGRAM

Teaching Kitchens, 6 @ 1250 sf each

Pastry Kitchen 1250 sf

Classrooms, 2 @ 450 sf each

Lecture Hall 1500 sf

Library 1800 sf

Wine Room 650 sf

Bake Shop 600 sf

Professionally equipped teaching kitchens with top-quality, energy efficient

commercial cooking equipment including ranges, ovens, refrigerators, freezers and

mixers.

Professional pastry kitchen with steam-injected triple-deck ovens and a

professional-quality dough sheeter.

Kitchen arranged for faculty-conducted demonstrations for groups of students.

For lectures, exhibits, and audio-visual presentations. The lecture hall is an ideal

space to highlight the use of long-span steel structure.

Reference library with computer terminals available to all students seven days a

week.

Must have full ventilation (so cooking odors from the pastry kitchens dont intrude),

bright incandescent light and white tabletops (for accurate wine viewing), andample bottle storage space (including temperature-controlled Sub-Zero

refrigeration and built-in cabinetry).

Must be accessible when school areas are closed and includes: seating area (250sf),

service counter (75sf), kitchen area (175sf), food storage (50sf), and garbage /

delivery area (50sf).


9/120

INTRODUCTION

Restaurant 3000 sf

Public Restrooms, As Required by Code

Receiving Area 900 sf

Administrative Offices

Student Lounge 450 sf

Trash Area 300 sf

Outdoor Space(s) TBD by Participant

Total Program Area

Total Building Area

Student-run restaurant with its own kitchen (approximately one-third the areas of the

restaurant) and a seating capacity for 80 people. The dining area of the restaurant isan ideal space to highlight the use of long-span steel structure.

Must be handicapped accessible

Main storage area including walk-in refrigerator and freezer as well as dry storage

space. Ingredients are distributed from this area to the individual kitchens.

Directors Suite 400 sf

Including an office for the director and workspace for assistants, this suite supports the

administrative business of the Institute

Admissions Office 350 sf

Career Services 300 sf

Staff Room 250 sf

Faculty Area 400 sf

21,250 net square feet

27,625 gross square feet


10/120

BUILDING CODE + ZONING

ADA + EGRESS REQUIREMENTS

12

p

Occupancy Group:

A-2

A-3

B

S-2

Food and Beverage Research

10

26

xx

xx

xx

xx

12

13

14

15

Egress Research

Accessibility Research

20

28

38


11/120

TA LE OF CONTENTS

SITE INVENTORY+ ANALYSIS

PRECEDENT STUDY + PROGRAM

4pa

Analyses:climate studies

demographics studiesvernacular studies

housing studiescultural studies

civic studiescirculation studies

70

90

Precedents:cultural influencesteachingorganic farming

restaurant precedentsculinary school precedents

Programmatic spects:clients + usersoccupancy loadspatial requirements

94

112

On-Site Data Verification

68

96


12/120

This section of the book addresses the building code and zoning requirementsnecessary to the project. The following codes and ordinances are either set down by theInternational Building Code (2006), the State of Tennessee, the city of Memphis, or thecompetition sponsors. Building codes and zoning ordinances include information onoccupancy types, building types, re rating for structures and materials, as well as thesetbacks and other requirements for the project.


13/120

building code + zoningADA + egress requ re

s te researc + an

rece ent stu es + pro

gents s

ys ss

gram


14/120

culinary arts school | memphis, tnmississippi state university | school of architecture

0 ft

2000 ft

4000 ft

6000 ft

8000 ft

x36

7500 ft

x138

3000 ft

Teachin

gKitch

en

Restau

rant

Pastry

Kitchen

Demons

tration

Lab

BakeS

hop

x6

1250 ft

x18

900 ft

x32

600 ft

a

b

2x 2x 2x 2x

OCCUPANCY

GROUP A-2

ASSEMBLY

A 3


15/120

1BUILDING CODE + ZONING

|memphis,tn|arc

3546|spring2012

13

ASSEMBLY

Library

Lectu

reHall

Stude

ntLoun

ge

x22

x100

x

30

1800 ft

1500 ft

450 ft

2000 ft

1500 ft

1000 ft

500 ft

0 ft

2x 2x

A-3OCCUPANCYGROUP

: Unisex Restroom

: Male Only Restroom

: Female Only Restroom

: Lavatory (sink)

: Drinking Fountain

: Occupant Load

: Space is Sprinklered

: Space is Fire-Rated


16/120


0 ft

200 ft

400 ft

600 ft

800 ft

1000 ft

x44

900 ft

x 4

400 ft

x26

400 ft

x3

350 ft

x2

300 ft

x16

250 ft

a

b

Classr

ooms

Direct

orsSuite

Faculty

Area

Admissi

onsOffice

Career

Servic

es

StaffR

oom

2x 3x

OCCUPANCY

GROUP B

BUSINESS

S


17/120


|memphis,tn|arc3546|spring2012

15

Receiv

ingArea

WineR

oom

1000 ft

800 ft

600 ft

400 ft

200 ft

0 ft

900 ft

650 ft

x3

x2

S-2OCCUPANCYGROUP

: Unisex Restroom

: Male Only Restroom

: Female Only Restroom

: Lavatory (sink)

: Drinking Fountain

: Occupant Load

: Space is Sprinklered

: Space is Fire-Rated

STORAGE

li h l | hi


18/120


Type - I Type - II Type - III

A A AB B B

UL 160 65 55 5565Height

UL 11 5 3 5 3Stories

UL UL 37,500 Sf 23,000 Sf 28,500 Sf 19,000 Sf

a a

Primary Structure Frame

(see section 202)

Exterior Bearing Wall

a

b

Nonbearing walls and partitions

Exterior

Nonbearing walls and partitions

Interior

E

a

Floor construction and secondary

members (see section 202)

Roof construction and secondary

members (see section 202)

bcbcbc

I II III

10< x 30

Type

Distance

= 1 hr = 0 hr

separation

Interior Bearing Wall

Buildin

g

Elements

Building

Limits

FIRE RATINGS ANDBUILDING MEASUREMENTS

STREETSCAPE STANDARDS


19/120



17

STREETSCAPE STANDARDS

STREETSCAPE PLATES

If non-existing, curbs and gutters may

be approved by the Planning Director

waiving the streetscape standards, and

if there are no planned public projects

to build such in the next 10 years. Theminimum standards shall be followed:

1. A 5 foot wide sidewalk located

at least 5 feet from the edge of the

roadside drainage ditch.

2. A pedestrian bridge over the

roadside drainage ditch will be required

in the vicinity of a bus stop, intersection,

and other pedestrian features. At least

one pedestrian bridge over the roadside

drainage ditch shall be provided per lot.

3. The proposed location of

sidewalks and any interconnection

between the sidewalk and the street

are subject to approval by the City or

County Engineer, depending on the road

location.

4. The amount of flow and size

of the roadside ditch will be considered

and may result in some requirement for

drainage improvements.

culinary arts school | memphis tn


20/120


UPPER FLOOR HEIGHT

UPPER FLOOR HEIGHT

GROUND FLOOR HEIGHT

UPPER FLOOR

TRANSPARENCY

UPPER FLOOR

TRANSPARENCY

GROUND FLOOR

TRANSPARENCY

BUILDING TRANSPARENCY

BUILDING PLACEMENT


21/120



19

Clearance

8-0

7-0 5-0 5-017-0

Right-of-Way

Street Furniture,

lighting and trees

Clear Pedestrian Route

Storefront Furniture, Planters, Landscape

RIght of Way

Setback Area

SETBACK PLAN/SECTION

BUILDING PLACEMENT

SETBACK AREA

2 ft. min. (7 ft. if ground floor use is a

restaurant with outdoor seating) to 15 ft.

max. behind right of way line.

CONTEXTUAL INFILL

For any infill project in the central

business district with less than 75 feet

of frontage, and upon approval of the

Planning Director, structures may be

located closer to the right-of-way line

than the minimum setback permits

provided that the structure is located

within the range of front setbacks on

the street. This range of setbacks is

measured on the basis of the four

structures surrounding the project site

(the two closest lots in either direction

along the street). The new structure

shall be located within the range of

established setbacks (no closer than the

narrowest setback, no further than the

deepest setback). Where a setback in

these four lots is significantly out of therange of setbacks along the street, it

may be eliminated from the range.

SIDE/REAR SETBACKS

Abutting single-family: 10 ft. min. Abut-

ting multifamily, nonresidential: 0 or 10

ft. min. Abutting alley: 5 ft. min. Building

separation: 10 ft. min.

culinary arts school | memphis tn


22/120


FLOOR CONSTRUCTION LIGHTING

CONCRETEFLOORING

TERRAZZOFLOORING

CERAMICTILE

Appropriate Flooring

LINOLEUMFLOORING

EXPOSED CONSTRUCTION PREVENTED

Areas these elements not allowed include: food

prep. areas, equipment washing, utensil washing

areas, toilet rooms, and vestibules

PLASTICFLOORING

EXPOSEDSTUDS

EXPOSED

JOISTS

EXPOSEDRAFTERS

Area Type

Amount of Light

(foot candles)

food prep. surface light 20

light 20

light 20

light 20

equipment work

level

utensil work level

walk in refrigerator light 10

light 10

light 10

storage areas

all other areas

Amount of light listed must be provided at a

distance of thirty ( 30) i nches from t he floor a nd

higher

dining areas during

cleaninglight 10

UTILITY LINE INSTALLATION:Shall be installed in a way that does not obstruct or

prevent cleaning of floor.

ATTACHMENTS:Light fixtures, vent covers, wall-mounted fans, and

similar equipment attached to walls a nd ceilings

shall be easily cleanable and shall be maintained in

good repair.

CONSTRUCTION + MAINTENANCE

FLOOR CONSTRUCTION:Floor coverings for all food preparation,

food storage, and utensil-washing areas,

as well as floors of walk-in refrigeration

units, dressing rooms, locker rooms,toilet rooms and vestibules should be

made of a smooth durable material that

is sealed.

WALLS + CEILINGS:Shall be nonabsorbent, light colored,

smooth, and easily cleanable.

VENTILATION:All rooms shall have sufficient ventila-

tion to keep them free of excessive heat,

steam, condensation, vapors, obnoxious

odors, smoke and fumes. Ventilation

systems shall be installed and operated

according to law and, when vented to

the outside, shall not create an unsightly,

harmful, or unlawful discharge.

FLOOR DRAINS:Shall be provided in floors that are wa-

ter-flushed for cleaning or that receive

discharges of water or other fluid wastefrom equipment, or in areas where pres-

sure spray methods for cleaning equip-

ment are used. Such floors shall be

constructed only of sealed concrete, ter-

razzo, ceramic tile, or similar materials

and shall be graded to drain.

FDA REGULATIONS

any prep location

FDA REGULATIONS


23/120


|memphis,tn|ar

c3546|spring2012

21

FDA REGULATIONS

FOOD PROTECTION + STORAGE

FOOD CONDITIONS:Food shall be in sound condition,

free from spoilage, filth, or other

contamination and shall be safe for

human consumption. Food shall beobtained from sources that comply

with all laws relating to food and food

labeling. The use of food in hermetically

sealed containers, not prepared in a food

processing establishment, is prohibited.

FOOD PROTECTION:At all times including while being

stored, prepared, displayed, served, or

transported food shall be protected from

potential contamination including dust,

insects, rodents, unclean equipment and

utensils, unnecessary handling, coughs

and sneezes, flooding, drainage, and

overhead leakage or overhead dripping

from condensation.

WARE STORAGE:

Cleaned and sanitized equipment andutensils shall be handled in a way that

protects them from contamination.

Spoons, knives, and forks shall be

touched only by their handles. . .

ll i i i

il il i i

ll i .

ll i

l i ll l l i

l li . i

i ll l i

i i

li i i i .

ll i i l i il i

i l

ll

i l i i i l i

i l i

il li

l i i

l i

i .

l i i i

il ll l i

i i .

i ll

l i l .

HAZARDOUS FOOD TEMPERATURES

41 food temp.F

140 food temp.F

-temperatures must be maintained

except during preparation periods.

6 INCHES

GROUND

FOOD CONTAINERS

FOOD STORAGE

CONTAINERS MUST

RESIST

-metal pressurized beverage containers and cased food packaged in cans, glass or other

water proof containers dont need to be elevated.

0 frozen food temp.F

-numerically scaled indicating

thermometer is required for each

mechanically refrigerated facility.

thermometer accuracy = +- 3 F

PALLETS

RACKS

DOLLIES

ACCEPTABLE STORAGE

CONTAINERS

-containers may be stored on these items provided that they are easily movable.

-containers of food may not be stored under exposed sewer lines or non-potable

water lines, except for automatic fire sprinkler heads.

GROUND

UTENSIL CONTAINERS

CONTAINERS MUST

RESIST

EQUIPMENT + UTENSIL STORAGE

6 INCHES

culinary arts school | memphis, tn


24/120

y | p ,mississippi state university | school of architecture

SANITATION + CLEANING

CLEANING METHODS FORSURFACES AND EQUIPMENT:-30 seconds in at least 170 F water

-60 seconds in solution containingfifty parts per million chlorine as a

hypochlorite at 75 F

-immersion for 60 seconds in cleaning

solution half parts per million iodine and

having a pH no higher than 5.0 at 75 F

-rinsing, spraying, or swabbing with

chemical sanitizing solution of at least

twice

HANDLING:Cleaned and sanitized equipment and

utensils shall be handled in a way that

protects them from contamination.

Spoons, knives, and forks shall be

touched only by their handles. Cups,

glasses, bowls, plates, and similar items

shall be handled without contact with

inside surfaces or surfaces that contact

the users mouth.

MATERIALS:Multi-use equipment and utensils shall be

corrosion resistant and nonabsorbent;

and they shall be smooth, easily

cleanable, and durable under conditions

of normal use. Equipment, utensils, and

single service articles shall not impart

odors, color, or taste, nor contribute to

the contamination of food.

FDA REGULATIONS

i

i i

l i l

i

i i

i l

i

l

il

il

l l

l

'

l i

i

ll

l

i

i l

.

FREQUENCY OF CLEANING

After Each Use

KITCHENWARE

CUTTING

BLOCKS

TABLE

Once a Day

GRILL

GRIDDLES

MICROWAVE

OVENS

rinse water pressure 25 PSI15 PSI

MACHINE WASH REQUIREMENTS

SINGLE TANK, STATIONARY RACK, DUALTEMPERATURE MACHINEwash temperature

final rinse temperature

150 F

180 F

SINGLE TANK, STATIONARY RACK, SINGLETEMPERATURE MACHINEwash temperature


165 F

165 F

SINGLE-TANK, CONVEYOR MACHINE

wash temperature


160 F

180 F

MULTITANK, CONVEYOR MACHINE

wash temperature

pumped rinse temperature


150 F

160 F

180 F

SINGLE-TANK, POT, PAN, AND UTENSILWASHER (EITHER STATIONARY OR MOVINGRACKS)

wash temperature


140 F

180 F

WASHING

MACHINES

WATER SUPPLY REGULATIONS

POTABLE WATER:must have a bacteriological test annually to determine

quality of water.

TRANSPORTATION:if water not brought in by a pipe, bulk water transportmust be provided.

BOTTLED WATER:must be obtained from a source that complies with all laws

that protect against contamination.

STEAM:steam used in contact with food shall be free from additives. -all equipment and utensils shall be air dried

FDA REGULATIONS


25/120



23

WASTE + PREMISES

PREMISES:Food service establishment and all

parts of property used in connection

shall be kept litter free. Also, traffic of

unnecessary persons through foodpreparation and utensil washing areas is

prohibited.

SURFACES:Walking and driving surfaces of all

exterior areas are to be surfaced with

concrete or asphalt, or with gravel or

similar material to facilitate maintenance

and minimize dust.

DISPOSAL:Garbage and refuse shall be disposed

of at such frequency to prevent the

development of odor and the attraction

of insects and rodents.

LAUNDRY FACILITIES:Laundry facilities in a food service

establishment shall be restricted to thewashing and drying of linens, cloths,

uniforms, and aprons necessary to the

operation. If such items are laundered

on the premises, an electric or gas dryer

shall be provided and used. Rooms

shall be provided for laundry facilities

except that such operations may be

conducted in storage rooms containing

only packaged foods or packaged single

service articles.

i li ll

i i ll

li . l i

i

il i i i i .

l i i i ll i

i

l i l i il i l

ili i i i i

.

ll i

l ii .

ili i i i

li ll i

i

i li l i

i . I

i l i

l i ll i

. ll i l

ili i i

i i i

l i l

i i l .

PERIMETER MATERIALS

Concrete Asphalt Gravel

EXTERIOR WASTE CONTAINERS

easily

cleaned

tight-fitting

lids, doors, or

covers

shall be kept

covered

-a sufficient number of containers is required to hold all garbage and refuse

that accumulates.

-soiled containers shall be cleaned at a frequency to prevent insect and

rodent attraction.

Toilet facilities shall be installed according

to law, shall be the number required by

law, shall be conveniently located, and

shall be accessible to employees at all

times. Establishments with a seating

capacity of sixteen (16) seats or less shall

be exempted from providing toilet facilities

for the use of patrons.

BATHROOM FACILITIES

Toilet rooms opening directly into food

preparation, utensil washing, dining or

storage areas shall be completely

enclosed and shall have tight-fitting,

selfclosing, solid doors, which shall be

closed except during cleaning or

maintenance, except as provided by law.


26/120

SECTION SOURCES

International Building Code. Falls Church, VA: International Code Council, 2006


27/120


28/120

The following section of this book discusses the requirements set down by theInternational Code Council (IBC 2006) that involves methods of egress as well asrequirements established by the Americans with Disabilities Act (2004). Theseregulations are vitally important to this project as they help to make buildings safe byestablishing minimum requirements as well as allowing for the building to be functionalfor all people. Items set forth in this section include the maximum distance egress pathscan be from another, how large these methods of egress must be, and the amount of

space needed under a counter in order for an occupant in wheelchair to use that counter.


29/120

u ng coADA + egress requirementss te researc

rece ent stu es +

+ zon ng

ana ys s

programprogram



30/120

mississippi state university | school of architecture

EXIT PASSAGEWAYS (IBC SECTION1023)

1: Similar to corridors in exit

access but have more restrictions

placed on their use no purpose otherthan as means of egress used for

horizontal portions of exits

Can have no other openings

44 minimum width for typical exit

passageways

Doors cannot project more than

7 when open or reduce width off

passageway by half

EXIT DESIGN

Exitsmust be continuous from point of

entry from exit access to exit discharge

Travel distance in exits is not limited

EXIT PASSAGEWAY LOCATION

1

EGRESS


31/120



229

EXIT DISCHARGE (IBC SECTION1027)

At grade or provide direct access to

grade

Cannot re-enter the building

2: Exit discharge components

must be separated from adjoining

property lines by 10 minimum and

from other buildings on the same lot

EXIT STAIRS (IBC SECTION 1026)

Must be open on one side with

aggregate open area of 35 sq ft minimum

at each floor level and landing

Opening minimum of 42 above

walking surface and must face yards,

courts, or public ways

EXIT DISCHARGE LOCATION

EXIT DISCHARGE SETBACKS

2



32/120

EXIT ENCLOSURES (IBC SECTION1022)

All interior exit stairways must be

enclosed (IBC SECTION 1022.1)

1: Exit enclosure terminates at an exit

discharge or public way

Exit passageway must be separated

from the enclosure by a fire barrier

or horizontal assembly (IBC SECTION

1022.2)

2: Elevators cannot open into an exit

passageway (IBC SECTION 1022.3)

3: Egress stairs at perimeter can be

unprotected stairwell walls flush

with the enclosure do not need to be

rated if the angle between the walls is

greater than 180 degrees

4: If angle is less than 180 degrees, the

exterior wall must be rated 1 hour with hour opening protectives within 10

of the enclosure (IBC SECTION 1022.6)

Stairs in the exit enclosure cant extend

below the level of discharge unless

an approved barrier is provided to keep

occupants from going down below the

level of discharge (IBC SECTION 1022.7)

EXIT TERMINOLOGY

STAIRWELL WALL FIRE RATINGS

1

2

3

4

EGRESS


33/120


|memphis,tn|a

rc3546|spring2012

231

EXIT ACCESS

All exits must be obvious and arranged

for easy use (IBC SECTION 1015.2)

5: When 2 exits are needed,they must be placed half distance of

the diagonal dimension of space

measure to center line of doorway

6: Measurements can go outside

the building

With 1 hour fire-rated corridor, exit

separation is measured along the

direct exit path

7: With 3 exits, 2 exits must

comply with separation requirements

and third can be a reasonable

distance if one should get blocked

Exit access travel distance measured

from most remote point in space to

entrance of an exit along the natural andunobscured path (IBC SECTION 1016.1)

Usually allowable travel distance is

200 without sprinklers and 250-300

with sprinklers

5

6

7

EXIT LOCATIONS

THREE-EXIT LOCATIONS



34/120

MAINTAINING EGRESS WIDTH (IBCSECTION 1003)

Any objects obstructing or projecting in

the means of egress shall not decrease

the required width of the means ofegress

1: Where obstructions or

projections occur, additional width is

needed to maintain the required egress

width

EGRESS WIDTH (IBC SECTION

1005)

2: Door should project a

maxiumum of 7 into required width

3: Opening of door should not

reduce required width by more than

one-half

4: Doors must be recessedalong narrow corridors

5: Door allowed 7 maximum

projection due to recession

6: Nonstructural provision

can project into corridor maximum of

1-1/2

1

2

3

4

5

required egresswidth

required egresswidth

6

DOOR AND CORRIDOR DIMENSIONS

EGRESS


35/120


|memphis,tn|a

rc3546|spring2012

233

FLOOR TO FLOOR EGRESS

7: Egress paths from floor to

floor must not decrease. Assuming

A, B, C, and D are approximately of

equal size and occupant load, egresspath does not have to increase as long

as the exit capacity does not decrease

in the direction of egress travel. The

occupants of the floor below are

assumed to exit that level before

those behind them get to same point

in the egress system (IBC SECTION

1004.4)

MEZZANINE EGRESS

8: Occupants from a mezzanine

must pass through the floor below to

get to a common set of exit paths and

thus are added to the occupant load (IBC

SECTION 1004.6)

7

8

EGRESS DIAGRAMS



36/120

MULTIPLE OCCUPANCIES

1: When different occupancies

share common egress paths, the

most stringent requirements for each

occupancy will govern the means ofegress system (IBC SECTION 1004.9)

2: Assuming Group B occupancy

contains an occupant load greater

than 50, at least two means of egress

are required (IBC SECTION 1004.9)

Note: Outdoor areas, such as

dining patios behind restaurants, are

to be included in occupant-loadcalculations and provided with

exits. When it can be anticipated

that the occupants of an outdoor area

would be in addition to those occupants

inside the building, this occupant load

must be added to the egress-capacity

calculations (IBC SECTION 1004.8)

MERGING EGRESS PATHS

3: When egress paths merge,

the capacity of the egress paths serves

both tributary areas, and the paths

shall not decrease in the direction of

egress travel (IBC SECTION 1004.4)

EGRESS PATH DIAGRAMS

1

3

2

4

EGRESS


37/120


|memphis,tn|a

rc3546|spring2012

235

AISLES (IBC SECTION 1017)

Any occupied portions of an exit access

must be unobstructed

4: Minimum of 12 wide andincrease by per foot of aisle access

travel beyond 12 from the aisle

5: Minimum dimension doesnt

apply to tables of 4 or less where aisle

access is less than 6 away

6: Length of travel in an aisle

accessway is limited to 30 before a

choice of two or more paths of egress

7: Chairs must be given 19 of

space which must be allotted in the aisle

space

8: Fixed seats can be measured

from the back (IBC SECTION 1017.4)

9: Aisle accessways lead toaisles

5

6

7

8

9

AISLE MEASUREMENTS


1


38/120

AISLES (IBC SECTION 1017)

1: Doors cannot reduce the

aisle width by greater than half

2: May not reduce aisle width bygreater than 7 when open

Rails and trims cannot protrude more

than 1-

3: Aisles Groups M and B must

be a minimum of 36 (IBC SECTION

1017.2)

Aisles in nonpublic areas with less than50 occupants and not accessible can be

28 wide (IBC SECTION 1017.2)

2

3

AISLE ACCESS MEASUREMENTS

EGRESS


39/120


|memphis,tn|a

rc3546|spring2012

237

CORRIDORS (IBC SECTION 1018)

Enclosed exit access component that

provides a path of egress to an exit

Usually1 hour fire resistance

rating

4: 20 limit for a dead end

corridor exception of 50 with

sprinklers dont apply with only one

exit

5: Not limited in length when 2-

times the least width of the dead end

(IBC SECTION 1018.4)

Corridors cannot be part of an air-

supply or return system (IBC SECTION

1018.5)

Can be used for make-up air exhaust

for toilet rooms, dressing rooms,

janitors closet

Corridors cannot be interrupted byintervening rooms (except foyers,

lobbies, or reception rooms with same

fire rating) (IBC 1 SECTION 1018.6)

Elevator lobbies off corridors not

considered dead-end when width

exceeds 2- times their depth

CORRIDOR LENGTHS BASED ON OCCUPANCY

DEAD END CORRIDOR DIMENSIONS

4 5



40/120

ACCESSIBLE MEANS OF EGRESS(IBC SECTION 1007)

Exterior areas for assisted rescue

have the same space requirements for

wheel chairs as for area of refuge (IBC

SECTION 1007.7)

1: Exterior areas must be open

to outside air and be separated by walls

of 1-hour construction with -hour

doors

2: The protection must extend

beyond the area laterally and vertically

for 10 (IBC SECTION 1007.8)

3: Two-way communication

systems are to be provided either at the

elevator level (IBC SECTION 1007.8)

or at the area of refuge (IBC SECTION

1007.6.3). Must be visual and audible

1 2

3

ACCESSIBLE EGRESS DIAGRAM

EGRESS


41/120



239

ACCESSIBLE MEANS OF EGRESS(IBC SECTION 1007)

One accessible means of egress is to

be provided by elevator with standby

power and signal devices for buildings

with four or more stories

4: Stairways must be at least

48 wide between handrails. (Not

required for exit stairways) (IBC SECTION

1007.3)

5: Area of refuge must be in

a stairway or have direct access to an

enclosed stairway or to an elevator withemergency power (IBC SECTION 1007.6)

Area of refuge must not reduce egress

width

6: The area of refuge must provide

30 x 48 wheelchair space for each

200 occupants of the space served

ILLUMINATION (IBC SECTION1006.2)

7: Illumination level for means of

egress be not less than 1 foot-candle

at the walking surface level

5

4

7

6

AREA OF REFUGE & ILLUMINATION DIAGRAM

culinary arts school | memphis, tnmississippi state university | school of architecture 3


42/120

TREADS AND LANDINGS(IBC SECTION 1009.3)

1: Treads shall have a minimum

depth of 11

2: Stairways must have landings

at the top and bottom, and at changes in

direction

3: Landings are to have a width

no less than that of the stairway they

serve, and a minimum length equal to

the width of the stairway

Landings serving a straight-run stairway,even if the stair width exceeds 48, need

not be greater than 48

A single flight of stairs may not exceed

12 in vertical rise between floors or

landings (intermediate landings are

required when rise exceeds 12)

RISER SPECIFICATIONS(IBC SECTION 1009.3.3)

4: Risers shall have a minimum

height of 4 and a maximum height

of 7

5: Non-accessible paths may be

open (opening may not allow a 4 sphere

in diameter to pass through)

1

2

4

5

LANDING DIMENSIONS

STAIR DIMENSIONS

RISER OPENING DIMENSION

EGRESS


43/120



241

STAIRWAYS (IBC SECTION 1009)

4: Stairway width must be at

least 44, unless occupant load is less

than 50. This allows for a minimum

width of 36 (IBC SECTION 1009.1)

5: Must have at least 80 of

headroom at any point

RISER SPECIFICATIONS(IBC SECTION 1009.3.3)

Must be closed on accessible egress

paths

Nosings and projections

8: 1/2 bevel maximum

9: 1/2 radius maximum

10: 1-1/4 projection maximum

11: 30 degree maximum

4

5

8

9

10

11

STAIR NOSING DIMENSIONS

HEADROOM ON STAIRS

STAIR WIDTH DIMENSION



44/120

ENCLOSURES UNDER STAIRS(IBC SECTION 1009.6.3)

Enclosed usable space under stairs

should be protected with 1-hour fire-

resistance-rated construction

These requirements apply only when

the usable space under the stairway

itself is enclosed

ROOF ACCESS

Buildings four or more stories in height

must have at least one stairway that

extends to the roof unless the roof issloped at more than a 4-in-12 pitch (IBC

SECTION 1009.13)

CIRCULAR STAIRS (IBC SECTION1009.4)

CURVED AND WINDING STAIRS

1: The smaller radius of the

stairway must be no less than twice

the width of the stair way

2: The treads shall be no less

than 10 at the narrow end, and not less

than 11 when measured at a point 12

from the narrower end of the tread

1

2

STAIR ENCLOSURES

CIRCULAR STAIR DIMENSIONS

(

EGRESS


45/120



243

CIRCULAR STAIRS (IBC SECTION1009.4)

SPIRAL STAIRS

Spiral stairs may be used in spaces of

250 sf in area or less, and serving a

maximum of5 occupants

3: Treads shall be no less than

7- at a point 12 from the narrow end

4: Minimum width of stairway is

26

5: Risers of a spiral stair shallhave a height sufficient to provide a

minimum headroom of 78

6: Also, risers may not be more

than 9- in height

3

4

5

6

SPIRAL STAIR DIMENSIONS


EGRESS DOORS (IBC SECTION


46/120

EGRESS DOORS (IBC SECTION1008)

To provide minimum opening

clearance, doors should always be

3-0 x 6-8

Egress doors should be side hinged

For occupant loads of more than 50

or of high-hazard, swing in direction of

exit travel (IBC SECTION 1008.1.2)

1: Height is no less than 80

2: Minimum clear width of 32measured from the face of the door to

the stop when door is open 90 degrees

1

2

EGRESS DOOR DIMENSIONS

LANDINGS (IBC SECTION 1008)

EGRESS


47/120


|memphis,tn|

arc3546|spring2012

245

LANDINGS (IBC SECTION 1008)

There should be a landing or floor on

each side of a door with the same

elevations (IBC SECTION 1008.1.5)

3: Width no less than that of

the stairway or the door, whichever is

largest (IBC SECTION 1008.1.6)

4: Open doors should not reduce

required width of landing by more than

7

5: Minimum length of 44 in

direction of travel

6: For occupant groups of 50

or more, the door in any position must

not reduce the required width to less

than half

7: Doors in series must be 48

apart, plus the swing of the door (IBC

SECTION 1008.1.7)

3

4

5

6

7

LANDING DIMENSIONS


CEILING HEIGHT (IBC SECTION


48/120

CEILING HEIGHT (IBC SECTION1003.2)

1: 7-6 minimum ceiling height

requirement

2: Egress areas above and belowmezzanine floors are to have clear

heights of at least 7 (IBC SECTION

505.1)

3: Maximum of 50% of the

ceiling area of egress may be reduced to

an 80 height by protruding objects

PROTRUDING OBJECTS(IBC SECTION 1003.3)

4: Door closers and stops may

not reduce headroom to less than 78

5: Barriers to protect visually

impaired persons must be provided

where vertical clearance is less than

80

6: Barriers cannot exceed 27

above the floor

7: Also due to protecting the

visually impaired, structural elements,

fixtures and furnishings may not project

horizontally more than 4 between

heights of 27 to 80

1

2

3

4

5

6

7

DOOR HEIGHT

PROTRUDING OBJECT DIMENSIONSCEILING HEIGHT DIMENSIONS

LOCKS AND LATCHES

EGRESS


49/120


|memphis,tn|

arc3546|spring2012

247

LOCKS AND LATCHES(IBC SECTION 1008.1.9)

Egress doors should be readily operable

from egress side without the use of a

key or special knowledge or effort

Requires no more than one operation.

8: Doors must be accessible

without pinching or grasping the

hardware. Lever handles meet these

criteria (IBC SECTION 1001.8.1)

9: Door handles, pulls, locks,

and other operating hardware are to beinstalled 34 to 48 above the finished

floor

8

9

DOOR HARDWARE SPECIFICATIONS


PANIC HARDWARE


50/120

PANIC HARDWARE(IBC SECTION 1008.1.10)

Required in Group A or E occupancies

having occupant load of 50 or more

and in Group H occupancies with any

occupant load

1: Designed to open the door if

person is pressed against it. It is always

used in conjunction with doors opening

in the direction of egress

2: Discharge door at the end of

the path of egress may be locked on

the exterior side

3: Discharge door must be

openable from the egress side.

2 3

1

PANIC HARDWARE SPECIFICATIONS

DISCHARGE DOOR SPECIFICATIONS

ACCESSIBLE RAMPS (ADA SECTION

EGRESS


51/120


|memphis,tn|

arc3546|spring2012

249

(405)

4: Rise 30 maximum (ADA

SECTION 405.6)

5: Minimum head room 80

6: Running slope no steeper

than 1:12 (ADA SECTION 405.2)

36 clear width minimum between

handrails (ADA SECTION 405.5)

60 minimum length of ramp landings,

60x60 minimum for change indirection of landings (ADA SECTION

405.7)

Ramps with a rise greater than 6 need

handrails (ADA SECTION 405.8)

Width of ramp in egress no less than

width of corridor - 36-44 typical

Ramps need handrails on both sides ifrise is greater than 6

4 6

5

RAMP DIMENSIONS


RAMP LANDINGS 1


52/120

1: Landings at top and bottom

of ramps - also needed with a change in

direction

2: Landing width must be thesame as that of any adjoining ramps

3: 60 minimum length of

landings

4: Landings with a change in

direction must be a minimum of60 x

60

Landings can have 1:48 slope for

drainage

5: Doors opening onto landings

cannot reduce clear width to less

than 42

2

3

4

5

RAMP LANDING DIMENSIONSEGRESS

ROUTES

ACCESSIBLE PATHS


53/120


|memphis,tn|

arc3546|spring2012

251

6: An accessible path of travel is

to be provided from accessible entrances

to each portion of the building. If only one

route is provided it may not pass through

a kitchen or service space

Accessible routes are to be provided at

site arrival points: street, parking, public

transportation stops, etc

An accessible route is continuous and

unobstructed. Any accessible path for a

person with disabilities must not cut them

off from the spaces they have a right touse

The path of travel must extend to the

edge of the project site

ACCESSIBLE ROUTES

6


ENTRY WAYS


54/120

1: When a service entrance is

the only entry to a building it must be

accessible

2: Entrances to tenantspaces need to be accessible because

accessible entries are already provided

into the building

3: This entry may not need

to be accessible if 60% of the other

entrances are accessible. If a building

has a maximum of two entries then both

must be accessible

AREAS TO CONSIDER

Mezzanines and similar multilevel

spaces must be connected to an

accessible route unless they are under

3,000 sf in area, but in general all spaces

should be accessible

Individual work stations are notrequired to be accessible but must be on

an accessible route

Raised areas with limited access such

as elevator pits, crawl spaces, etc. are

not required to be accessible

ACCESSIBLE PATHS

1

2

3

ACCESSIBLE ENTRANCES

ELEVATORS


55/120


|memphis,tn|

arc3546|spring2012

253


ACCESSIBLE DOORS (ADASECTION 404)


56/120

SECTION 404)

Revolving doors are not an accessible

route (ADA SECTION 404.2.1)

32 minimum clear width (ADA 404.2.3)

Door hardware 34 minimum and 48

maximum height above finish floor

(ADA SECTION 404.2.7)

DOORS

DOOR CLEARANCE DIMENSIONS

CLEAR FLOOR AND GROUNDSPACE (ADA SECTION 305)

CLEARANCES


57/120



255

SPACE (ADA SECTION 305)

Clear floor space minimum of 30x48

(ADA SECTION 305.3)

One full unobstructed side of clearfloor space must adjoin an accessible

route or another clear floor space (ADA

SECTION 305.6)

Alcoves 36 wide minimum where

depth exceeds 24 (ADA SECTION

305.7.1)

Alcoves 60 wide where depth exceeds15 (ADA SECTION 305.7.2)

48 min

60 min

36 min

30min

X>15

X>24

CLEAR FLOOR SPACE DIMENSIONS

FORWARD ALCOVE DIMENSIONS SIDE ALCOVE DIMENSIONS


KNEE AND TOE CLEARANCE (ADASECTION 306)


58/120

elevation

elevation

plan

plan

25 max

17-25

30min

30min

9 min

9

27m

in

11 min

6 max

SECTION 306)

25 maximum depth of toe clearance

under an element 17 minimum

depth under element 9 above

finish floor 30 minimum width ofelement itself (ADA SECTION 306.2)

27 minimum height of knee

clearance 30 minimum width 8

minimum depth (ADA SECTION 306.3)

KNEE CLEARANCE DIMENSIONS

TOE CLEARANCE DIMENSIONS

TURNING SPACES (ADA SECTION304)

CLEARANCES


59/120



257

304)

60 diameter minimum circular turning

space (ADA SECTION 304.3.1)

T-shape space should have minimum60 wide arms and 36 wide base

arms must be clear of obstructions

12 minimum in each direction (ADA

SECTION 304.3.2)

Doors swing into turning spaces (ADA

SECTION 304.4)

WALKING SURFACES (ADA SECTION403)

Clear width 36 minimum (ADA

SECTION 403.5.1)

With 180 degree turn around an

element less than 48 wide and clear

width 42 minimum approaching turn,

48 minimum width at turn and 42minimum width leaving turn (ADA

SECTION 403.5.2)

60 x 60 minimum passing space (ADA

SECTION 403.5.3)

48 min

24 max24 max

60 min

36 min

12 min

42 min 42 min 36 min

X < 48X < 48

180 degree turn 180 degree turn (exception)

36 min

12 min

24 min

36min

32min

36min

60min

60min

48min

CLEAR WIDTH DIMENSIONS

T-TURN DIMENSIONS TURN AROUND DIMENSIONS


REACH RANGES (ADA SECTION308)


60/120

15min

15min

48max

48max

48max

48max

10 max 10 max > 10-24 max

> 20-25 max20 max

44max

46max

308)

Forward reach 48 maximum height

and 15 minimum height when

unobstructed (ADA SECTION 308.2.1)

Reach over forward obstruction 20-

25 maximum depth 48 high reach

for 20 depth of obstruction and 44

high reach if obstruction over 20

deep (ADA SECTION 308.2.2)

48 high unobstructed side reach and

15 minimum obstruction allowed

between ground space and element with

10 maximum depth (ADA SECTION

308.3.1)

With parallel approach, 34 maximum

obstruction height and 24 depth

high side reach 48 maximum height for

10 depth and 46 high reach over 10

of depth (ADA SECTION 308.3.2)

UNOBSTRUCTED FORWARD REACH

UNOBSTRUCTED SIDE REACH

OBSTRUCTED FORWARD REACH

OBSTRUCTED SIDE REACH

CLEARANCES

TOILET AND BATHING ROOMS(ADA SECTION 603)

BATHROOMS


61/120



259

( )

Doors cannot swing into the clear

floor space or clearance for fixtures


Mirrors 40 maximum above the

finish floor from the bottom edge of the

reflecting surface (ADA SECTION 603.3)

Shelves 40-48 above floor (ADA

SECTION 603.4)

WATER CLOSETS (ADA SECTION604)

Grab bars must be on side wall and rear

wall (ADA SECTION 604.5)

Side bar 42 long minimum located

12 maximum from rear wall and

extending 54 minimum from rear wall

36 long rear bar with 12 minimumextent from centerline of toilet on one

side and 24 on the other side

LAVATORIES (ADA SECTION 606)

34 maximum height above floor

(ADA SECTION 606.3)

WATER CLOSET DIMENSIONS DISPENSER LOCATIONS

URINAL DIMENSIONSSIDE GRAB BAR

REAR GRAB BAR COMPARTMENT DIMENSIONS


KITCHEN CENTERS


62/120

SINK CENTER

1: 24-36 counter space on

either side

REFRIGERATOR CENTER2: 15 minimum counter space

on latch side of refrigerator

RANGE CENTER

3: 18-24 counter space on

either side

14 minimum clearance between

center of front eye and edge of counter

36-42 between range and sink,

refrigerator, or wall oven

COUNTERS

4: 18 minimum clearance

between counter overhead cabinet

5: 36 typical counter height

6: 24 typical counter depth

7: 3 toe space

1

2

3

4

5

6

7

KITCHEN CENTER LOCATIONS

ACCESSIBLE KITCHENS

KITCHENS


63/120


|memphis,tn

|arc3546|spring2012

261

8: 5 minimum width in

U-shaped kitchens

9: 4 minimum width in single

wall kitchens

10: 4 minimum width in parallel

wall kitchens

11: 5 minimum width between

counter and island in L-shaped kitchens

8

9

10

11

U-SHAPED KITCHEN

SINGLE WALL KITCHEN

L-SHAPED KITCHEN

PARALLEL WALL KITCHEN


ACCESSIBLE KITCHENS


64/120

1: 30 x 48 minimum clear

floor space at sinks, work surfaces, and

appliances

2: Floor space can extend 19under sink, work surfaces, and

appliances

3: At least one shelf in cabinets

should be 48 above floor

4: 6-1/2 maximum depth of

sink bowl

5: Rim of sink and adjacent

counter should be adjustable at 28-

36 high or fixed at 34

1

2

3

4

5

ACCESSIBLE SINK DIMENSIONS

ACCESSIBLE KITCHENS (ADASECTION 804)

KITCHENS


65/120


|memphis,tn

|arc3546|spring2012

263

6: 60 diameter turning space

needed for wheelchairs

One 30 wide minimum work surfacerequired (ADA SECTION 804.3)

Kitchen work surface 34 maximum

above floor (ADA SECTION 804.3.2)

7: If an adjustable surface is

used, can range 28-36 height and

usually 36 deep

Clear floor space needed adjacent to

dishwasher open door cant obstruct

the clear floor space for the dishwasher

or sink (ADA SECTION 804.6.3)

Knee and toe clearance needed at the

range underside should be insulated


Side door ovens need a work surfaceadjacent to the latch side of the door

(ADA SECTION 804.6.5.1)

Bottom hinged door oven needs work

surface adjacent to one side (ADA

SECTION 804.6.5.2)

6

7

KITCHEN TURNING SPACE

ADJUSTABLE COUNTER HEIGHT


SEATING WHEN DINING

1 If co nters are the onl


66/120

1: If counters are the only

provided dining surface than the height

of the counter must not exceed 34 in

height, and a 60 section of the counter

must be made accessible

Where tables and seating are built-in

at least 5% of the total must be accessible

Dining areas are to be accessible for

the total floor area allotted for table and

seating except for mezzanine areas that

contains less than 25% of the total area

OTHER ACCESSIBLE FACILITIES

Where single toilet facilities occur,

at least 50% of those facilities must be

accessible

5% of sinks must be accessible,

except for service sinks

50% of drinking fountains must beaccessible

Rooms containing vending and

machines must be made accessible

SPECIAL OCCUPANCIES

1

COUNTER & SEATING DIMENSIONS

ASSEMBLY REQUIREMENTS (IBCSECTION 1028)

AREAS OF ASSEMBLY


67/120


|memphis,tn

|arc3546|spring2012

265

2: Second means of egress is

required in addition to the main exit of an

assembly space. The exit must support

half of the total occupant capacity.

3: A main exit is only required

for 300+ occupants within an assembly

space, but a main exit provides additional

safety in the case of an emergency

4: Balconies having an occupant

load of 50 or more are to have two means

of egress, from each side of the balcony,

with one means of egress leading directly

to an exit

If an assembly space has a main exit

it should be on a public way or have

access to a path at least 10 wide leading

to a street or public way

WHEELCHAIR SPACES

36 wide minimum - 33 if two

wheelchair spaces side by side (ADA

SECTION 802.1.2)

48 wide minimum if entered from the

front or rear - 60 depth if entered from

side (ADA SECTION 802.1.3)

direct to exit

public way

(a)

front or rear

entry

(a)

single space

(b)

two spaces

(b)

side

entry

2

3

4

ASSEMBLY EGRESS WHEELCHAIR SPACE DIMENSIONS


68/120

SECTION SOURCES

Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines. Washington, D.C.: United States Access Board,

2004. Print.

Ching, Frank. Building Construction Illustrated. Hoboken, NJ: John Wiley & Sons, 2008. Print.

Ching, Frank, and Steven R. Winkel. Building Codes Illustrated. New York: Wiley. 2003. Print.

International Building Code. Falls Church, VA: International Code Council, 2006. Print.


69/120


70/120

In order to understand the physical and social conditions of the site, several aspects ofit were documented and analyzed. Areas of analysis helped not only to determine whattypes of passive strategies are appropriate for the project but also begin to suggestideas involving materials and the placement of entrances.


71/120

u ng co eADA + egress requsite inventory + analysis

rece ent stu es +

+ zon ngrements sa

programr a



72/120

CLIMATE | PRECIPITATION

7

ONS

DISASTER RATE IN TN 1963 - 2011

TENNESSEE DISASTERS


73/120


|memphis,tn

|arc3546|spring2012

71

6

5

4

3

2

1

0NUMBEROFDEC

LARATIO

950 1960 970 980 1990 2000 010

RECORDED YEARS

131 DECLARATIONS OF DISASTER IN TN 1963 - 2011

iFloods: 41

lash loo s:

ce torms:

ornadoes: 21

Hurricane Evacuations: 1

sources | ttp://www.fema.gov/news/disasters_state.fema?id=47


LAND WATER TO RATIO IN SHELBY COUNTY

45

50

HISTORICAL CRESTS FOR MS RIVER AT MEMPHIS


74/120

96.29%

IMPACT + PROBABILITY OF FLOODING

> 1,000500 - 1,000200 - 500100 - 20050 - 10010 - 50

500,000 - 927,644200,000 - 499,999100,000 - 199,99925,000 - 99,9995,077 - 24,999

FLOODCREST(FT

)

RECORDED YEARS

25

20

30

35

40

1937

1943

1949

1961

1967

1979

1985

1991

1997

1955

1973

2003

2009

400

300

200

100

0

Site

Water depth: ~20ft.

WEST SECTION SHOWING BUFFERS

Population per countyAR (Years)

STORM DIRECTION + EXPOSURE NUMBER + IMPACT OF TORNADOES IN SHELBY CO.

5

TORNADOES


75/120


|memphis,tn

|arc3546|spring2012

73

SPRING - SUMMER FALL - WINTER

WEST SECTION SHOWING BUFFERS

400

300

200

100

0

EARS

1950 1960

0

5

0

10

N

UMBERTORNADOES

N

UMBEROFINJURIES

*ICB 2009 1609.1 p. 315 Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads prescribed herein. Decreases in wind loads

shall not be made for the effect of shielding by any other structures.

Buildings can provide a buffer against

strong winds*

Site

1 0


EARTHQUAKE ZONES + IMPACT


76/120

Major Area of

Impact

New Madrid

Faultline

Wabash Valley

Faultline

Shelby County Earthquakes Seismic Zone

Three (3)

Seismic Zone

Two (2)

Site

MISSOURI

KENTUCKY

TENNESSEE

ARKANSAS

EARTHQUAKES

SOIL TEXTURE IN MEMPHIS, TN

Silt = earthy matter, fine sand, or the like carried by

moving or running water and deposited as a

sediment

DEEP FOUNDATION TYPES

Piles

Timber Composite H-piles Pipe

Cast-in-place concrete

Plain concrete

Reinforced concrete

Socketed

FOUNDATIONS + SOIL

Caissons


77/120


|memphis,tn

|arc3546|spring2012

75

Sand = the more or less fine debris of rocks,

consisting of small, loose grains

Water Table = the planar, underground surface

beneath which earth materials, as soil or rock, are

saturated with water

Note: Liquefaction, a temporary change from solid to liquid, is of particular

concern in the Memphis area because of its risk of seismic activity.

SHALLOW FOUNDATION TYPES

Slab on grade

Footings

Strip Column

Wood post Steel Reinforced concrete

Stepped

Cantilever Combined

pe

Precast concrete

Cast-in-place concrete

Cased

Uncased Pedestal Micropiles

Soc eted

Rock

Foundation walls

Concrete Concrete masonry

Timber H-pile Pipe Concrete

CasedU ncased MicropilesdU



50%

men


78/120

AGE DEMOGRAPHICS (MEMPHIS)

under 5 50,396 7.7%

5-14 102,767 15.8%

15-24 98,593 15.2%

25-34 102,417 5.8%

35-44 97,060 14.9%45-54 80,832 12.4%

55-64 47,009 7.2%

65-74 36,730 5.7%

75+ 34,296 5.3%

ETHNICITY DEMOGRAPHICS(MEMPHIS)

african american 63.3%

caucasian 29.4%

hispanic/latino 6.5%

asian 1.6%

multiple races 1.4%

native american 0.2%

ASCRIBEDDEMOGRAPHICS

HIERARCHY OF GENDER DEMOGRAPHICSRANGE: FROM U.S. TO SITE ZIP CODE 38103

124 jefferson avenuesite

MEMPHIS AREA | POPULATION DENSITY BY NEIGHBORHOOD

highest

population

U.S. Tennessee Memphis site zip: 38103

women

lowestpopulation

MS RIVER

ACHIEVEDDEMOGRAPHICS

SHELBY COUNTY HOUSEHOLDSBY INCOME

$0 $15 000 53 406 15 4%


79/120



377

$0 - $15,000 53,406 15.4%

$15,000 - $24,999 39,706 11.5%

$25,000 - $34,999 40,851 1.8%

$35,000 - $49,999 49,548 14.3%$50,000 - $74,999 60,856 17.5%

$75,000 - $99,999 37,294 10.8%

$100,000 - $149,999 36,637 10.6%

$150,000 + 28,450 8.2%

EDUCATION OBTAINED

grade k-8 4.7%

grade 9-12 9.3%

high school 29.0%

some college 23.2%

associates 5.8%

bachelor 17.5%

graduate 10.6%

SHELBY COUNTY EMPLOYMENT

total employees 525,809

blue collar 149,476 36.6%white collar 258,805 63.4%

124 jefferson avenue

site

MEMPHIS AREA | HOUSE VALUE BY NEIGHBORHOOD

highest

value

lowest

value

30%

i l

ll

i

l

l l

l lli ll

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

MS RIVER

15.4%

11.5%

11.8%

14.3%17.5%

10.8%

10.6%

8.2%

36.6% 63.4

30%


Memphiss annual violent crime averag-

es to 12,947 incidents. Property crimes

in Memphis total 54,130.

LIKELIHOOD OF CRIME COMPAREDTO NATIONAL AVERAGE

250%


80/120

.

Memphis crime index is 2, with 100 be-

ing the safest. This means that Memphis

is safer than 2% of U.S. cities. Memphis

averages 160 crimes per square mile.The national median is 41.8 crimes per

square mile.

The chances of falling victim to a violent

crime in Memphis are 1 in 52, while the

chance are 1 in 134 in the state of Ten-

nessee. The chances of being a victim of

property crime in Memphis are 1 in 12

and 1 in 23 in Tennessee.

MEMPHISS RANKING AMONGU.S. CITIES WITH POPULATIONSGREATER THAN 250,000 (74CITIES)

Violent Crime 3rd

Murder 20th

Rape 12th

Robbery 14thAssault 3rd

Property Crime 4th

Burglary 5th

Larceny-theft 8th

Motor-vehicle theft 22nd MEMPHIS AREA | CRIME RATES BY NEIGHBORHOOD

safest

most

dangerous

violent crime

national

average

datum

250%

murder

124 jefferson avenue

site

rape

robbery

assault

property

burglary

larceny

car theft

MS RIVER

COURT SQUARE

BUILDINGS NEAR SITE

1 Easy-Way Food Store

2 Lowenstein and Brothers Building

3 Lincoln American Tower


81/120



379

N0

300 ft.

4 Court Annex 2

5 Old TN Club

6 Exchange Building

7 Blue Plate Cafe

8 Dr. D.T. Porter Building

1

2

34

5

6

78

i il i

i l i

l l il i

l l

. . . il i124 JEFFERSON AVENUE

SITE

MADISON AVENUE

2nd STREET

FRONT STREET

COURT AVENUE

MAIN STREET

JEFFERSON AVENUE

1 2 3 4 5 6 7 8

il i i i ll

i i i l l

ll l .

i l

i i i i i

i i il i

i .


l

ll

i i

l


82/120

1 2 3 4 5

6 7 8 9 10

11 12 13 14 15 16

17 18 19 20 21

l

l

i

l

i

l

i l

i

VERNACULAR TIMELINE

LATE 1800s

1 1844 - Calvary Episcopal Church

2 1852 - Mallory-Neely House

3 1880 - University of Memphis Law


83/120



381

N0

1/4 mi

School

4 1890 - Old TN Club

5 1890 - TN Brewery

6 1895 - Dr. D.T. Porter Building

EARLY - MID 1900s

7 1900 - Beale Street District

8 1905 - Madison Hotel

9 1909 - Shelby County Courthouse

10 1910 - Exchange Building

11 1912 - Sterick Building

12 1920 - Old Federal Reserve Building13 1925 - Lincoln American Tower

14 1925 - Peabody Hotel

MID 1900s RECENT

15 1965 - First TN Bank

16 1985 - Morgan Keegan Tower

17 2000 - AutoZone Park

18 2003 - Cannon Center for

Performing Arts

19 2004 - FedEx Forum

20 2005 - GE5 Townhouses

21 2006 - Court Annex 2

1

36

5

4

28

7

11

12

13

9

10

16

18

1417

19

15

20

21124 JEFFERSON AVENUE

SITE

BEALE STREET

UNION AVENUE

MADISON AVENUE

2nd STREET

FRONT STREET

POPLAR AVENUE

INTERSTATE 40

MS RIVER

l i l

ll l

i i il

l l

. . . il i

l i i

i l

l

il i

i il i

l l il i

i l i

l

i

i



84/120

124 JEFFERSON AVENUESITE

BEALE STREET

UNION AVENUE

MADISON AVENUE

2nd STREET

FRONT STREET

POPLAR AVENUE

INTERSTATE 40

MS RIVER

N0

1/4 mi

BRICKSTONETERRA COTTAGLASS

AREAS OF INFLUENCE

MATERIALS

VACANCIES

VACANT BUILDINGS

VACANT LAND


85/120


|memphis,t

n|arc3546|spring2012

383

124 JEFFERSON AVENUESITE

BEALE STREET

UNION AVENUE

MADISON AVENUE

2nd STREET

FRONT STREET

POPLAR AVENUE

INTERSTATE 40

MS RIVER

N0

1/4 mi


PARKING

PARKING GARAGES within 0.3 miles

wenty-four hour; Monday - Sunday no

overnight parking; closed on weekends

c c c


86/120

g p g;

Parking Lots within 0 miles all are

twenty-four; 7 days / week.

APARTMENTS + CONDOS

12 apartments within 0.6 mi

8 one-two bedroom

3 offer studios

price range: $475-$1,700

4 one-three bedroom

both offer studios

price range: $660-$2,3101 condominium within 0.1 mi

one-four bedroom

studio

price range: $85,000 - $215,000

(purchase only)

10 apartments off the map

3 Mud Island within 3.0 mi

1-3 bedroom $558-$1,790

3 North of Interstate within 2.0 mi

1-3 bedroom $550-$7874 Southeast of Interstate in 1.8 mi

3 studio, 1-3 bedroom $315-$900

1 one-two bedroom $439-$697

parking garage

parking lot

housing

PARKING + HOUSING

i

i

i

I

I

ll

i

i

i


SITE

BEALE STREET

UNION AVENUE

MADISON AVENUE

2nd STREET

FRONT STREET

POPLAR AVENUE

INTERSTATE 40

MS RIVER

N0

1/4 mi

COMMUNITY RESOURCES

6 SCHOOLS 0.3 mi. (from site)

1 elementary school

3 high schools

1 university

U of Memphis: School of Law


87/120


|memphis,t

n|arc3546|spring2012

385


SITE

BEALE STREET

UNION AVENUE

MADISON AVENUE

2nd STREET

FRONT STREET

POPLAR AVENUE

INTERSTATE 40

MS RIVER

i i

ll

l i i l l

l

A Schwab

l

li

l

i l

i ii : l

ll

ll

li

i

i

l

i l

St. Judes

Childrens

Hospital

Peabody

N0

1/4 mi

U of Memphis: School of Law

1 college

Concord Career College

6 CHURCHES 0.5 mi.2 catholic

1 methodist

1 presbyterian

1 lutheran

1 episcopal

1 LIBRARY 0.3 mi.

Cossit Library

RETAILERS 0.6 mi.famous stores

Peabody

-mall

A Schwab

-only original store

left on Beale Street

school

church

library

shops


i

iA

NSA

S

ESSEE


88/120

CIRCULATION

i l

i

i i l

l

i

lli ill

i

i

i

i

ARKANSAS

MEMPHIS

MISSISSIPPI RIVER

WESTMEMPHIS

SOUTHHAVEN

BARLETT

GERMANTOWNCOLLIERVILLE

SITE

HIGHWAY 55

HIGHWAY 40

HIGHWAY 55

HIGHWAY 40

HIGHWAY 40

state border line

major highways

site

TENNESSEE

MISSISSIPPI

TENNESSEE

MISSISSIPPI

ARKA

NSAS

MISS

ISS

IPPI

ARKA

TENNES

CIRCULATION

WALKING TIMES

Public Parking

Hotels

Grocery Stores


89/120



387

i

li i

l

l i

l il .

INTERSTATE 40

POPLAR AVENUE

FRONT STREET

SITE


MADISON AVENUE

2nd STREET

UNION AVENUE

BEALE STREET

MS RIVER

3 Minutes

6 Minutes

12 Minutes

N0

1/4 mi

Travel times were computed for a person

who walks 4 miles per hour.



90/120

N0

600 ft.

TROLLEY ROUTES

Trolley Stop

MADISON AVENUE LINEOutbound every 16 minutes

Monday-Friday: 6:00 AM - 10:50 PM

Saturday: 6:10 AM - 12:45 AMSunday: 10:15 - 5:55 PM

MAIN STREET LINESouthbound every 10 minutes

Monday-Thursday: 6:25 AM - 11:15 PM

Friday: 6:25 AM - 12:25 AM

Saturday: 9:00 AM - 12:45 AM

Sunday: 10:00 AM - 6:00 PM

RIVERFRONT LINEEvery 13 minutes

Monday-Thursday: 9:15 AM - 11:00 PM

Friday: 9:15 AM - 12:30 AM

Saturday: 9:00 AM - 12:45 AM

Sunday: 10:00 AM - 6:00 PM

CIRCULATION

ll

i

i

: :

: :

i

i : :

: :

: :

i

i

i : :

: :

: :

SITE

124 JEFFERSON STREET

SECOND

STREET

COURTAVENUE

MADISONAVENUE

THIRD

STREET

MAIN

STREET

JEFFERSONSTREET

NF

RONT

STREET

EXCHANGE AVE

OVERTIME AVE

SHADSHAK AVE

FRONT STREET

ORLEANS STREET

DUNLAP STREET

PAULINE STREET

CLEVELAND STREET

BEALE STREET

HULING AVE

BUTLER AVE

G. E. PATTERSON AVE

2nd

3rd

CIRCULATIONTRANSPORTATION ROUTES

major roads and highways(based off autombile frequency)

bus route


91/120



389

ll

ll

i l

s

r

s

fr

t

t

l st

124 JEFFERSON STREET

SITE

MS RIVER

N0

1/4 mi

trolley route 1

trolley route 2

bicycle tour route



92/120

FOOT TRAFFIC

The site is located just off of a busy

trolley line. Due to the frequent stops and

the bustling strip the trolley is on, the sitesees the potential for a lot of foot traffic.

Graphically laid out here is the average

foot traffic for a one hour time span

between the hours of 3PM - 4PM.

Also noted are the types of people

who were observed utilizing the trolley

thoroughfare.

Heaviest Foot Traffic

Medium Foot TrafficLowest Foot Traffic

..Security=1

X2 ..Children=4

X2 ..Tourist=32

X2 ..Trolley Passenger=41

X2 ..Community=86

PEDESTRIAN CIRCULATION

li

SITE

350 feet 100 feet

52

87

27

N

VEHICULAR VOLUME

i i

i i195VPH

25VPH

220

VPH

ADAMS STREET


93/120



91

VPH = vehicles per hour

N0

300 ft.

. .

i i

i i

i i

i i

i i

i i

i i

i i

i i

i i

i i

i i

I

i

280

VPH

200

VPH

215VPH

35VPH

40VPH

20VPH

240

VPH

220VPH

10VPH


SITE

2nd STREET

FRONT STREET

COURT AVENUE

JEFFERSON AVENUE

3rd STREET

80VPH

50VPH

i l

SECTION SOURCES

http://travel.aol.com/travel-guide/united-states/tennessee/memphis-photo-m-bridge-pid-6038665/

http://www.memphisheritage.org/cms/index.php?q=node/390

http://www.schmap.com/memphis/sights_historic/

http://ilovememphisblog.com/2011/08/say-cheese-10-locations-for-great-memphis-photo-shoots/


94/120

p p g y g p p

http://www.burnsland.com

http://www.ontheveryspot.comhttp://ilovememphisblog.com/2011/08/say-cheese-10-locations-for-great-memphis-photo-shoots/

http://www.memphisflyer.com/backissues/issue459/cvr459.htm

http://www.commercialappeal.com

http://www.city-data.com/memphis.html

http://www.flickr.com/photos/midge3426/3902447397/

http://www.courtsquarecenter.com/LAT-commercial.php

http://www.downtownmemphis.com/

bestparking.com

courtsquarecenter.com

forrent.com

mudisland.com

memphisriverfront.com

visitsouth.com

yelp.com

memphis.about.com

memphistravel.com

peabodymemphis.comwww.matatransit.com

http://www.city-data.com/us-cities/The-South/Memphis-Population-Profile.html

http://www.neighborhoodscout.com/tn/memphis/

http://upload.wikimedia.org/wikipedia/en/0/05/Tennessee_population_map.png

http://quickfacts.census.gov/qfd/states/47/4748000.html

http://www.neighborhoodscout.com/tn/memphis/crime/

http://www.

http://www.

http://www.

http://www.

http://www.

http://www.

http://www.

http://www.

http://www.

http://www.http://

http://pubs.usgs.gov/fs/2003/fs068-03/images/map.gif

http://en.wikipedia.org/wiki/United_States_cities_by_crime_rate

http://homes.point2.com/Neighborhood/US/Tennessee/Shelby-County/Memphis/.aspx

http://usa.windspot.es/

http://www.wcc.nrcs.usda.gov/ftpref/downloads/climate/windrose/tennesee/memphis/


95/120

http://www.wholesalesolar.com/products.folder/module-folder/kyocera/KD135GX-LPU.html

http://www.bestplaces.net/climate/http://www.bestplaces.net/climate/

http://en.wikipedia.org/wiki/Roof_garden

http://www.fema.gov/femaNews/disasterSearch.do

http://2010.census.gov/news/img/cb11cn93_tn_totalpop_2010map.jpg

http://andrewgelman.com/movabletype/mlm/tennessee.png

http://en.wikipedia.org/wiki/Shelby_County,_Tennessee

http://www.srh.noaa.gov/ohx/?n=may2010epicfloodevent

http://www.mcallenedc.org/images/tornado-activity.jpg

http://radar.weather.gov/Conus/index_loop.php

http://www.wbdg.org/design/resist_hazards.php#recomd

http://www.tornadohistoryproject.com/tornado/Tennessee/Shelby/table

http://earthquake.usgs.gov/earthquakes/states/tennessee/history.php

http://standeyo.com/NEWS/09_Earth_Changes/090929.New.Madrid.worries.html

http://www.wbdg.org/design/resist_hazards.php#recomd


96/120

This project focuses on a culinary arts school, and so it is very specialized and calls for

special types of planning and equipment. In order to better understand how to dealwith this program, students were to research previous culinary arts schools and howthey dealt with similar programs. The inuences of cuisine were also observed in orderto better decide what type of restaurant should be held within the building. Generalcurriculums of standing culinary arts schools were discussed so that students couldbetter understand what was required of the program. Organic agricultural methodswere also analyzed so that students would begin to incorporate those methods intotheir design.


97/120

u ng coADA + egress req

s te researcprecedent studies + program

+ zon ng+rements remen s

ana ys sa



98/120

CLIMATE

Globally, cuisine is directly affected

by climate since it has such a large

influence on the crops that can grow in

that area and therefore, the ingredients

available for food. Climate affects the

supply of food for cooking and dictates

the raw materials that are accessible.Although climate is not the only factor

that shapes cuisine, traditionally it was

a primary instrument in creating dishes.

As the world has developed, economic

conditions also attribute to different

cuisine styles. The economic conditions

of a country entails the extent of food

distribution and trade, which allows

different regions the freedom to not rely

solely on the agriculture and meats ofone specific environment

HUMID + WARM

ARID + HOT

HUMID + TROPICAL

COLD

GLOBAL INFLUENCES

INFLUENCE ON SOUTHERNCUISINE

CROPS + MEAT + PREPARATION

AFRICAfoods: field peas, okra, eggplant,

peanuts, yams, watermelon, rice, black

eyed peas okra


99/120

4|memphis,

tn|arc3546|spring2012

PRECEDENT STUDIES + PROGRAM

97

SLAVERY WAS

INTRODUCED AS WELL

AS EXPORTS FROM

AFRICA

FRENCH SETTLERS

(ACADIANS) INTRODUCED

CAJUN CUISINE TO

LOUISIANA

TENNESSEE

WAS ADMITTED AS THE

16TH STATE

EARLY 1500s

SPAIN TRAVELED TO

AMERICA,

INTRODUCING

MEDITTERANEAN

CUISINE

1492

CHRISTOPHER

COLUMBUS

DISCOVERED

AMERICA

16TH CENTURY

EUROPEANS

BROUGHT HORSES,

CATTLE, AND HOGS

1520s

SPAIN INTRODUCED

RICE TO THE

AMERICAS

1565

1619

1682

EUROPEAN OCCUPATION

OF LOUISIANA. CREOLE

CUISINE AND AFRICAN

INFLUENCE BEGAN

1750s

1796

MID 1800s1493

NATIVE AMERICANS

TAUGHT

IMMIGRANTS HOW

TO PREPARE CROPS

SPAIN SENT

THEIR FIRST

PERMANENT

Documents

Brick Studio Portfolio 2012