IDS Final Design Drawings

AYOTTE &COSTA

HEART FULL

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KENT STATE UNIVERSITY FOURTH YEAR INTEGRATED DESIGN STUDIO _ PROFESSOR HAWK_ SPRING 2014_ WAREHOUSE DISTRICT_ SITE A

WHOLE FOODS MARKET & THE LIVING HEART NICOLLE COSTA & SAMANTHA AYOTTE

A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-103 THIRD FLOOR PLAN (TYPCIAL) A-104 SIXTH FLOOR PLAN (TYPICAL)

HEARTFULL EFFICIENCY BY FLOOR

MECHANICAL

M-100 MECHANICAL PROJECT RECORDS M-101 KINETIC FACADE SYSTEM M-102 MECHANICAL AXON -CALCULATIONS M-103 MECHANICAL ZONES M-104 MECHANICAL LAYOUT: ROOF PLAN

INTEGRATED FLOOR

9IF-100 INTEGRATED PROJECT RECORD 9IF-101 DESIGN PLAN 9IF-102 AXONOMETRIC STRUCTURE 9IF-103 AXONOMETRIC MECHANICAL 9IF-104 AXONOMETRIC PLUMBING 9IF-105 AXONOMETRIC ELECTRICAL 9IF-106 AXONOMETRIC SPRINKLERS 9IF-107 AXONOMETRIC ALL INTEGRATION 9IF-108 SECTIONS/ INTERSTITAL SPACE 9IF-110 WALL SECTIONS 9IF-109 PERSPECTIVES

ADIL SHARAG CHRIS ELGIN

ARCHITECTURAL

E-100 ELECTRICAL PROJECT RECORDS E-101 ELCTRICAL AXON- CALCULATIONS E-102 ELECTRICAL PLAN E-103 ENGLARED RISER

JIM STADELMAN

C-100 CONTEXTUAL PLAN C-101 SITE PLAN

S-100 STRUCTURAL PROJECT RECORDS S-101 TYPICAL GRID S-102 TYPICAL FRAMING PLAN S-103 STRUCTURAL LOAD AXON

ELECTRICAL

COVER

CIVIL

STRUCTURAL

P-100 PLUMBING PROJECT RECORDS P-101 PLUMBING AXON- CALCULATIONS

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

G-100 COVER SHEET G-101 CONTEXT G-102 PROGRAM G-103 CONCEPTS AND STRATEGIES G-104 BUILDING ANALYSIS G-105 BUILDING ANALYSIS 2 G-106 SITE ANALYSIS G-107 PLANS SUMMARY G-108 CODE/ LIFE SAFETY

PLUMBING

HEART FULL

GENERAL INFORMATION

A-105 NINTH FLOOR PLAN (TYPICAL) A-106 ROOF PLAN A-107 POSSIBLE 4K,6K,8K SPACES A-201 NORTH + SOUTH ELEVATIONS A-202 EAST + WEST ELEVATIONS A-203 DATUM ELEVATIONS A-301 BUILDING SECTION 1 A-302 BUILDING SECTION 2

G-100

DRAWING INDEX

Cleveland is a city in the state of Ohio and is the county seat of Cuyahoga County, the most populous county in the state. The city is located in the northeastern portion of Ohio on the southern shore of Lake Erie. It was founded in 1796 near the mouth of the Cuyahoga River, and became a manufacturing center owing to its location on the lakeshore; as well as being connected to numerous canals and railroad lines.

The Warehouse District in Cleveland is one the former wholesale and commercial centers. The old Victorian district contained multiple warehouses of different users. Some of the warehouses that were contained within the Warehouse district were: marine suppliers, hardware distributors, small wholesale and retail establishments as well as major offices for iron, coal and the railroad industries. The area soon then became the heart of Cleveland and the Warehouse district than also became the residential section of the city. While the city was growing and more people were settling there the buildings started to grow and form and that’s when the Weddell House was developed. The Weddell house was the firs luxury hotel as well as offered office spaces, retail (stores), parlors and large double floor dining.

BEAUTY

WATER

THE INTENT OF THE BEAUTY PETAL IS TO RECOGNIZE THE NEED FOR BEAUTY AS A PRECURSOR TO CARING ENOUGH TO PRESERVE, CONSERVE AND SERVE THE GREATER GOOD. THE NATURE OF BEAUTY IS TO APPEAL TO NOT ONLY THE EYE BUT THE BEHOLDERS. IT IS IMPORTANT FOR VISTORS, TENANTS AND BYPASSERS TO ENJOY A STORY THAT THE BUILDINGS ASTHETICS HAVE ON THE EXTERIOR AS WELL AS THE INTERIOR OF A BUILDING.

SCARCITY OF POTABLE WATER IS QUICKLY BECOMING A SERIOUS ISSUE AS MANY COUNTRIES AROUND THE WORLD FACE SEVERE SHORTAGES AND COMPROMISED WATER QUALITY. IT HAS BECOME OUR JOB TO REDEFINE THE TERM OF WATER WITHIN A BUILDING ESPECIALLY WASTE WATER. IN ORDER TO REDEFINE THIS TERM THE IDEA OF WASTE WATER NEEDS TO BE RECYCELED AS WELL AS REUSED. SUCH EXAMPLES OF WASTED WATER IS RAINFALL; WHICH COULD THEN BE USED IN TOLIETS AFTER A CYCLE OF FILTRATION.

MATERIALS

INTERACTION

THROUGHOUT, THE LIFE CYCLE OF BUILDING MATERIALS THEIR HAVE BEEN MULTIPLE OCCASIONS OF ACCOUNTED ILLNESS’, SQUANDERED EMBODIED ENERGY, POLLUTION, AND RESOURCE DEPLETION. THE IDEA OF THE HEARTFULLS BUILDING MATERIALS IS TO KEEP A SAFE ENVIRONMENT FOR ALL AS WELL AS USING THESE MATERIALS TO CREATE ENERGY.

THE INTENT OF THE SITE PETAL IS TO CLEARLY ARTICULATE WHERE IT IS ACCEPTABLE FOR PEOPLE TO BUILD, HOW TO PROTECT AND RESTORE A PLACE ONCE IT HAS BEEN DEVELOPED, AND TO ENCOURAGE THE CREATION OF COMMUNITIES THAT ARE ONCE AGAIN BASED ON THE PEDESTRIAN RATHER THAN THE AUTOMOBILE. IT IS NOW TIME FOR PEDESTRIANS TO INTERACT IN AND OUT OF THE BUILDING USES THE RESOURCES AVAILABLE TO THEM.

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

Since Cleveland has the direct use of the canals, river, railroads and the lake, the warehouse district became the heart of the distribution and residency area. Some of the most promising and historical buildings come from this area. Most of those prime buildings are dining halls and fresh markets. These places were serviced by the incoming goods that came from the shipments by either water or land and was servicing the residents of the area.

As to the location of the proposed project development the location is also apart of the Warehouse District, the heart of Cleveland. With the ideas that are portrayed in the history and the development of Cleveland and the Warehouse district are the primary reasons for the proposed project location. The direct context of the site (West 6th and Saint Claire Street) is a nice urban area where the community is young and the residents know each other. There are a lot of restaurants as well as nightclubs for the young crowd. The thriving area wants to be young, sexy and modern. With this old historic district the building wants to blend in for the most part and then become a unique aspect to the entire district with its modern material and performance acting facades. With these different features and historic characteristics the project calls to be unique, classic and sexy.

HEART FULL

Cleveland’s economy has diversified sectors; mainly do to the location on which it resides. Some of the business’ in which Cleveland is the home of their headquarters include manufacturing, financial services, healthcare, and biomedical. Within these charters there are multiple branches that are scattered all over the state and some within the northeastern region itself.

CONTEXT

Warehouse District

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Cleveland Context

AYOTTE &COSTA

THE WAREHOUSE DISTRICT

G-101

CLEVELAND URBAN CONTEXT

4. OFFICES .1 CORPORATE OFFICES .2 MEDICAL SUITES 5. MEDICAL INTEGRATION .1 CATH LABS .2 WAITING ROOMS .3 EXAM ROOMS .4 PROCEDURE ROOMS .5 TECH STATION .6 COUNSELING ROOMS .7 TESTING LAB .8 BLOOD LAB .9 DOCTORS OFFICE .10 LAB ROOM .11 RECOVERY ROOM .12 RECOVERY BATHROOM .13 PREP ROOMS .14 GARDEN

AC PROGRAM

3. RETAIL .1 JUICE BAR A. UPSTAIRS SITTING AREA .2 DRUG STORE .3 SPA CLOTHING

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

THE IDEAS OF THE WAREHOUSE DISTRICT ARE CONCEPTS IN WHICH THIS PROJECT WISHES TO INSTILL IN THE COMMUNITY AS WELL AS THE BUILDING. THE IDEAS OF DINING, GROCERS AS WELL AS STORES FOR RETAIL ARE THE IDEAL IMAGES THE DISTRICT OFFERS AND THE IMAGES THAT WILL REFLECT IN THE BUILDINGS PROGRAM. THE CONCEPT OF PROGRAM IN WHICH THE BUILDING WILL PERFORM IS SOLELY BASED ON THE IDEA OF JOURNEY. FROM ENTRY TO ARRIVAL TO EXIT THERE IS A JOURNEY. THE PROGRAM WITHIN THE BUILDING IS TO BE A JOURNEY; FROM CHECK-IN (WAITING), TO SURGERY, TO RECOVERY AND THE NEW AFTER LIFE. SOME OF THE PIECES THAT WILL ENFORCE THIS JOURNEY ARE THE ACTIVE STAIRS THAT CONNECTS EACH FLOOR AND PROGRAM TO ONE ANOTHER. THE IDEA OF THE PROGRAMS AS WELL AS THE ACTIVITY WITHIN THE STAIR IS TO IMPOSE DEPENDABILITY FROM ONE PROGRAM TO ANOTHER. EACH FLOOR AND FLOOR PROGRAM IN SECTION RELY AND DEPEND ON ONE ANOTHER FOR JOURNEY PURPOSES AND THE NEW LIFE IN WHICH THEY WANT TO IN PART ON.

2. SPA .1 YOGA .2 MEDITATION .3 MASSAGE .4 THERAPY POOL .5 SAUNA .6 BODY WRAPPING .7 LIFESTYLE COACHING .8 FOOD PREP LEARNING .9 REFLEXOLOGY .10 WELLNESS PRESENTATION .11 RECEPTION .12 GARDEN

HEART FULL

THE USERS OF THE BUILDING ARE HERE TO LEARN HOW TO LIVE A BETTER, SAFER AND HEALTHIER LIFESTYLE. USERS WILL LEARN HOW TO GROW AND HARVEST THEIR OWN HERBS, VEGETABLES AND FRUITS AS WELL AS LEARN HOW TO PREPARE FINE MEALS WITH THE ALL-NATURAL SMART FOODS GROWN ON SITE.

1. CENTRAL MARKET- SELF-GROWN .1 MARKET .2 RESTAURANT .3 KITCHEN .4 LEARNING KITCHENS .5 GARDEN

G-102

PROGRAM TO FILL THE BUILDINGS SPACE ARE: RETAIL, MARKET, RESTAURANT, LEARNING KITCHENS, GARDENS (HOUSE MARKET AND KITCHEN), CORPORATE TENANTS, AS WELL AS THE INTEGRATED MEDICAL SUITE OF THE CARDIOVASCULAR SYSTEM.

AYOTTE &COSTA

PROGRAM

SUN, WIND, VENTILATION & WATER USING THE NATURAL ENVIRONMENTAL FACTORS THAT ARE IN CLEVELAND WILL ALLOW FOR THE BUILDING TO PERFORM USING THE NATURAL FACTORS. THESE FACTORS WILL AFFECT THE BUILDINGS GOALS OF COLLECTING DAYLIGHT AND DISTRIBUTING THROUGHOUT THE BUILDING. THE WIND WILL ALLOW FOR MOVEMENT ON THE BUILDINGS MOVING FACADE AS WELL AS HAVING NATURAL AIR FOR SPECIFIC USER GROUPS.

HEALTHY LVING/ LIFESTYLE CHANGES AFTER OVERCOMING SUCH DIFFICULT TIMES AND HAVING TO REINVENT ONES LIFE THE CLIENT WANTS THE BEST POSSIBLE OUTCOMES FOR THEIR CLIENTS. BY INTRODUCING STRATEGIES ON HOW TO GROW AND PRODUCE NATURAL HERBS, VEGETABLES AND FRUITS AS WELL AS LEARN HOW THOSE CROPS CAN BE USED INTO COOKING HEALTHY MEALS. ALONGSIDE EATING HEALTHY CLIENTS NEED TO HAVE ONE ON ONE TIME WITH COUNSELORS TO TALK ABOUT THEIR JOURNEYS, GOALS AND FEARS WHILE ALSO TAKING TIME FOR THEMSELVES AND MAKING INNER PEACE.

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

KINETIC WIND FACADE THE KINETIC FAÇADE IS NOT ONLY A PERFORMANCE FAÇADE THAT WILL HELP THE BUILDINGS EFFICIENCIES, AS WELL AS CREATE AND STORE ENERGY THAT WILL BE USED IN THE DIFFERENT USER SPACES. BESIDES ACTING AS A SOURCE OF CREATING ENERGY AND AN ELEVATION THE KINETIC FACADES ALSO IMPLEMENTS SHADE AND SHADOW ON AND INTO THE BUILDING. THE SHADOWS CREATED ON THE INTERIOR WILL MOVE AND DANCE MUCH LIKE THE OUTSIDE OF THE BUILDING DOES. THE KINETIC FAÇADE WILL ALSO CREATE A WHISTLING TUNE; MUSIC WAS GENERALLY PLAYED ALONG THE STREETS AND GENERATES A FUN ATMOSPHERE FOR PEDESTRIANS.

CONCEPT & STRATEIES

BODY

THE CLIENT IS HEALTHY LIVING, A SPA RETREAT CENTER FOR CIVILIANS WHO HAVE OVERCOME HEART DIFFICULTIES. HEALTHY LIVING WISHES TO GIVE THOSE WHO HAVE OVERCOME THESE TOUGH TIMES A CHANCE TO CREATE A NEW LIFESTYLE, A HEALTHY LIFE IN WHICH THEY WILL LEARN NEW TECHNIQUES TO EATING RIGHT AND NEW WAYS OF FINDING THEMSELVES IN THE HIGH EFFICIENT ROOMS THE HEARTFULL HAS TO OFFER. EACH VISITOR AND CUSTOMER WILL HAVE A GREAT JOURNEY FROM THEIR ENTRY TO THEIR ARRIVAL. WITH A LOT OF NATURAL DAYLIGHTING, VERTICAL GARDENS FOR FRESH AIR QUALITY AND ACTIVE SPACES TO HELP CREATE HIGH ENERGY AND SERENITY. THE ATMOSPHERE IN WHICH THE PROJECT DESIGN WILL CREATE IS A SENSE OF DEPENDABILITY FROM FLOOR TO FLOOR AND PROGRAM TO PROGRAM; AS WELL AS EXERISE AND VISUAL EXCITEMENT WITHIN THESE SPACES.

HEART FULL

MIND

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PROJECT CONCEPT

G-103

SUN, WIND, VENTILATION & WATER

AYOTTE &COSTA

CONCEPT & STRATEGIES

BUILDING ANALYSIS

Energy Use: Electricty PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

AYOTTE &COSTA

AC

BUILDING BASELINE

G-104

BUILDING ANALYSIS AND SITE ANALYSIS

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AYOTTE &COSTA

BUILDING ANALYSIS

ALTHOUGH THE REQUIREMENTS WERE NOT MET BYT THE 2030 CHALLENGE THE BUILDING SUCEEDING IN REACHING THE 2005 TARGET. THE RESULTS STATED THAT EVERYONE IN OUR BUILDING WAS 100% COMFORTABLE DURING THE BUILDING FULL DAY. AS PER THE RESULTS WE ARE AWARE THAT THEIR ARE CHANGES THAT CAN OUR BOTH PHYISCALLY AND THEORETICALLY TO ALLOW OUR BUILDING TO MEET THE 2030 CHALLENGE.

G-105

SITE ANALYSIS

BUILDING ANALYSIS

HEART FULL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

BUILDING FINAL PERFORMANCE

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SITE ANALYSIS

LYNCH ANALYSIS

HEART FULL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

ONE OF THE MOST COMMON SITE ANALYSIS TECHNIQUES ARE THROUGH “LYNCH ANALYSIS.” LYNCH ANALYSIS IS THE BREAKDOWN OF A PARTICULAR AREA WITHIN IN DIFFERENT SCALES AND OVERLAPPING THE MAPS FINIDINGS. EACH MAP IDENTIFIES NODES, LANDMARKS. PATHS, EDGES, AND DISTRICTS. BY LABELING EACH ONE OF THESE ASPECTS ONE CAN SEE THE OVERLAYS OF IMPORTANCE FROM A LARGE SCALE TO A SMALLER SCALE. THIS LYNCH MAP ON THE LEFT IDENTIFIES ALL OF THE DIFFERENT AREAS OF INTEREST AS WELL AS SHOWING THE BOUNDARIES AND LOCATIONS OF DISTRICTS.

Site Analysis

SITE ANALYSIS

THE SITE ANALYSIS OF THE WAREHOUSE DISTRICT IS DEFINED IN TWO DIFFERENT ASPECTS ON THIS SHEET. THE DIFFERENT BUILDINGS AND THERE COLORING DIFFERENCES ARE DEFINED PER USER GROUP AS WELL AS SITE PARKING. THE ANALYSIS ALSO DEFINES PEDESTRIAN PATHS, MOBILE TRAFFIC, WIND, INTERSECTIONS OF INTEREST, AND LANDMARKS.

G-106

SITE ANALYSIS

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AYOTTE &COSTA

PLANS SUMMARY

2

Level11

2

Level6

1

Roof 1/16" = 1'-0"

UP

FLOORS 6-8 FLOOR EFFICIENCY= 72% 1

Level 8 1/16" = 1'-0"

DN UP

2

Level2

UP

UP

UP

3

Level 3 1/16" = 1'-0"

FLOORS 3-5 FLOOR EFFICIENCY= 88%

SECOND FLOOR FLOOR EFFICIENCY= 76% 1

Level 2 1/16" = 1'-0"

GROUND FLOOR FLOOR EFFICIENCY= 66%

TOTAL BUILDING EFFICIENCY= 80%

PLANS SUMMARY

DN

G-107

1

Level 9 1/16" = 1'-0"

FLOORS 9-11 FLOOR EFFICIENCY= 69%

HEART FULL

ROOF PLAN

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

DN

AC

TYPE OF CONSTRUCTION: TYPE 1B

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

CORPORATE OFFICE

USER GROUPS:

100’-0”

TABLE 503 PROVIDES INFORMATION THAT THE BUILDING IS ALLOWED UNLIMITED SQUARE FOOTAGE

195’-0”

ASSEMBLY GROUP: A-2 RESTAURANTS, A-4 SWIMMING POOL BUSINESS GROUP: B- CLINIC (OUTPATIENT),LABORATORIES,

TRAINING AND SKILL DEVELOPMENT, MERCANTILE GROUP: M- DRUG STORE, MARKET, RETAIL

OCCUPANT LOAD (BUILDING):

CORPORATE OFFICE

80’-0”

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

EXTERIOR FIRE WALL RESISTANCE RATING- 2 HOUR PER TABLE 602 FIRE WALL FIRE RESISTANCE RATING- 2 HOUR PER TABLE 706.3.9 FIRE WINDOW PROTECTION RATING- 1.5 PER TABLE 715.5 FIRE DOOR AND SHUTTER PROTECTION RATING- 3 HOUR PER TABLE715.4

AREA PER FLOOR:

AYOTTE &COSTA

LIFE SAFETY

CORPORATE OFFICE CORPORATE OFFICE

ACCESSORY STORAGE AREA- 3 PERSONS BUSINESS AREA- 320 PERSONS EXERCISE ROOM AREA- 200 PERSONS OUTPATIENT AREA- 100 PERSONS POOL AREA- 20 PERSONS LOCKER ROOM AREA- 25 PERSONS

CODE REQUIRES MINIMUM SEPARATION OF STAIRS TO BE 1/3 DISTANCE (65) OF DIAGONAL LENGTH OF THE BUILDING.

HEART FULL

OCCUPANT LOAD (FUNCTION SPACE):

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

FOR THE ALLOWABLE SQAURE FOOTAGE OF THE BUILDING 1,550 PERSONS IS THE MAXIMUM OCCUPANT LOAD

HEIGHT LIMITATIONS: PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

THERE ARE NO HEIGHT LIMITATIONS IN THE WAREHOUSE DISTRICT AS WELL AS FOR THIS MULTIPURPOSE USER OCCUPANT BUILDING. THE HEIGHT OF DISTRICT CHANGES WHERE THE DEVELOPMENTS RANGE FROM 36’ TO 180’. THE PROPOSED BUILDING DESIGN IS APPROXIMATELY 175’.

ATRIUMS:

ADA COMPLIANT BATHROOMS- REQUIRED 5’ TURNING RADIUS

STANDPIPE LOCATION IN STAIRCASE

AN OPENING CONNECTING TWO OR MORE STORIES. THE EXCEPTION OF OTHER ENCLOSED AREAS INCLUDE STAIRWAYS, ELEVATORS, HOISTWAYS, ESCALATORS, PLUMBING, ELECTRICAL, AIR-CONDITIONING OR OTHER USE EQUIPMENT THAT IS CLOSED AT THE TOP. THIS DOES NOT INCLUDE BALCONIES WITHIN ASSEMBLY GROUPS OR MEZZANINES THAT COMPLY WITH SECTION 505.

FIRE ALARM AND DETENTION- REQUIRED PER SECTION 907

AUTOMATIC SPRINKLER SYSTEM REQUIRED -SECTION 903/ TABLE 903.2.13

G-108

EGRESS WIDTH OF STAIRS- REQUIRED 32” PER TABLE 1005.1 STAIRWAY AND HANDRAIL -SECTION 1009 MINIMUM NUMBER OF EXITS- 2 PER TABLE 1018.1 ACCESSIBLE MEANS OF EGRESS- SECTION 1007 CORRIDOR FIRE RATING- 0 HOURS PER TABLE 1015.1 COMBUSTIBLE MATERIALS SHALL APPLY TO SECTION 603.1.1

STANDPIPE COVERAGE OF BUILDING- 100’ DIAMETER STAIR LOCATION

SIAMESE CONNECTION

CODE & LIFE SAFETY

STANDPIPE SYSTEM -SECTION 905

0' 40' 100' 200'

CONTEXTUAL PLAN SCALE: 1’=40’

C-100

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

WEST 6TH ST

WEST 9TH ST

JOHNSON CT

WEST ST CLAIR AVE

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AC

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AC PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

C-101

THE ANGLED ENTRY WAYS ARE DESIGN FEATURE USED TO GUIDE PEDISTRAIN FROM THE SIDEWALKS TO BE DIRECTED INTO THE DIFFERENT SPACES IN WHICH THE BUILDING POSSESS.

WEST ST CLAIR AVE

0

20

40

60

80

SCALE: 1’-0”=20’-0”

0'655’-0” - 0"

SITE PLAN

WEST 9TH ST

HEART FULL

PODS OF GREENERY BRING LIFE INTO THE URBAN CONTEXT. HAVING THE TREES AND FLOWERS ALSO ALLOW FOR CLEAN FRESH AIR AND A NICE VIEW AS WELL.

AYOTTE &COSTA

AC 3

2

6 7

17

38’ BOX TRUCK

5

1

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

UP

4

16

FLOOR PLATE LEGEND

14

8

1: RESTAURANT 2: KITCHEN 3: MAINTANENCE OFFICE 4: JANITOR OFFICE 5:SERVICE 6: GENERATOR ROOM 7:WATER ROOM 8:TRASH 9: MARKET 10.VERTICAL GARDEN 11:RETAIL 12:RETAIL 13:LOBBY 14:SECURITY 15:FIRE COMMAND 16:MAIL ROOM 17:RESTROOM (UNISEX) 18:ELECTRICAL TYPICAL ROOM

13 UP

18 17 12

17

10

9

HEART FULL

15

TOTAL FLOOR SQFT: 16,873

UP

0'

10'

20'

40'

80'

SCALE: 1/16”= 1’-0”

OUTDOOR CAFE FROM THE INDOOR MARKET PLACE.

FIRST FLOOR

THE 11 STORY ATRIUM IS CONSIDER A DESIGN AESTHETIC THAT HOUSES VERTICAL GARDEN WALLS WHERE VISITOR CAN SEE HOW THE BUILDING ENHANCES THEIR INDOOR AIR QUALITY WITH FRESH PLANTS.

A-101

11

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AC PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

2

3 FLOOR PLATE LEGEND

1

1: LEARNING KITCHENS 2: KITCHEN 3:SERVICE/STORAGE 4: ELECTRICAL MAIN ROOM 5:MARKET CAFE SITTING 6: MARKET/ VERTICAL GARDEN 7:RETAIL 8:MECHANICAL ROOM 9:LOBBY 10:ELECTRICAL TYPICAL ROOM

4 9

TOTAL FLOOR SQFT: 16,912

5 10

DN

8

OTB

7

THE DOUBLE STORY GARDEN SERVES AS NOT ONLY A GARDEN TO PICK FROM AND PURCHASE FROM THE MARKET BUT ALSO TO ENJOY AND EAT WITHIN THE RETAIL JUICE BAR AND DELI.

UP

0'

10'

20'

40'

80'

SCALE: 1/16”= 1’-0”

6

A-102

OTB

HEART FULL

DN

SECOND FLOOR

UP

AYOTTE &COSTA

AC 1: CORPORATE OFFICES 2: MECHANICAL ROOM 3:ELECTRICAL TYPICAL ROOM 4: PAPER STORAGE 5:JANITOR CLOSET 6: VERTICAL PRO GARDEN

1

5

TOTAL FLOOR SQFT: 13,816

OTB

HEART FULL

FLOOR PLATE LEGEND

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

DN

6 2

3

UP

DN

ROOF

0'

10'

20'

40'

80'

SCALE: 1/16”= 1’-0”

THIS CONNECTING PRO VERTICAL GARDEN IS THE DIRECT CONNECTION FROM THE GROUD FLOOR ALL THE WAY TO THE ROOF. THIS GARDEN IS DESIGNED TO ALLOW FOR FRESH QUALITY AIR AS WELL AS BRINGING IN A GREEN ASPECT TO THE INTERIOR OF THE BUILDING. THIS PARTICULAR VERTICAL GARDEN DOES NOT NEED NATURAL LIGHT. THI GARDEN EXTENDS UP TO THE ROOF.

FLOORS 3-5

4

A-103

UP

AYOTTE &COSTA

AC 1

1: CORPORATE OFFICES 2: MEDICIAL SUITES 3:WAITING AND RECEPTION 4: MEDICIAL SUITES 5:CORPORATE OFFICES 6: MECHANICAL ROOM 7:ELECTRICAL TYPICAL ROOM 8:STORAGE 9:LINEN CLOSET

OTB

TOTAL FLOOR SQFT: 15,848

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

FLOOR PLATE LEGEND

HEART FULL

2

3

9

5

THIS FLEXIBLE MOLDED SPACE IS OCCUPIED BY THE CARDIOVASCULAR MEDICAL SUITES SERVICES. THESE SPACES ARE VERY VERSTILE AND ARE SPACIOUS AND BRIGHT; AS WELL AS HAVE CONTROLLED AIR SYSTEMS.

0'

10'

20'

40'

80'

SCALE: 1/16”= 1’-0”

4

FLOORS 6-8

8

6

A-104

7

AYOTTE &COSTA

AC 1

2

3

3

1

14

FLOOR PLATE LEGEND

1

2 11

1

1

1: COUNSELING OFFICES 2: CATH LAB 3:TECH STATION 4: GENERATOR ROOM 5:PREP ROOM 6: WAITING ROOM 7:RECOVERY ROOMS 8:HEALING GARDEN 9:RECOVERY ROOM 10:LOBBY 11:STERILE STORAGE 12:MECHANICAL ROOM 13: ELECTRICAL TYPICAL ROOM 14: EQUIPMENT STORAGE

5

10

5

5

OTB

7

6 13

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

14

4

HEART FULL

1

4

TOTAL FLOOR SQFT: 13,416

12

9

7

0'

10'

20'

40'

80'

SCALE: 1/16”= 1’-0”

ROOF

FLOORS 9-11

IT HAS BE FOUND THAT PATIENTS AS WELL AS DAILY PEOPLE FEEL BETTER PHYSICALLY AND EMTIONALLY WHEN THERE IS NATURAL LIGHT AS WELL AS GREEN VIEWS AND FRESH AIR AVAILABLE.

A-105

8

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AC PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL A-106

ROOF PLAN

MECHANICAL UNITS AS WELL AS PASSIVE STRATEGIES THAT ARE HELD ON THE ROOF HIDDEN BY A SCREEN TO DO ALL THE BUILDINGS PERFORMANCES.

SCALE: 1/16”= 1’-0”

ROOF DRAIN AND OVER FLOW DRAIN. WET COLUMNS FOUND HERE AND THE OTHER DRAIN.

0'

10'

20'

40'

80'

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AC 2K

4K

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

Level6

HEART FULL

1K

FLOOR 9- MEDICAL SUITES CATH LABS PREP ROOMS RECOVERY ROOMS HEALING GARDENS

1

Level 8 1/16" = 1'-0" THE ABOVE IMAGES ARE A REPRESENTATION OF THE VERSATILITY OF THE FLOOR PLATES. EACH FLOOR PLATE IS DESIGNED TO ALLOW FOR DIFFERENT TENANTS IN MULTIPLE SPACES AND FLOORS WITHOUT DEMOLITION OR DEMOLISHING OF THE FLOOR PLATE.

POSSIBLE ‘K’ SPACES

Level 9 1/16" = 1'-0"

FLOOR 7- MEDICAL SUITES COUNSELING WAITING/RECEPTION

A-107

2

SCALE: 1/16”= 1’-0”

NORTH ELEVATION

A-201

NORTH ELEVATION PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

AYOTTE &COSTA

AC

A-201 SCALE: 1/16”= 1’-0”

SOUTH ELEVATION

SOUTH ELEVATION PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

AYOTTE &COSTA

AC

SCALE: 1/16”= 1’-0”

EAST ELEVATION

A-202

EAST ELEVATION PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

AYOTTE &COSTA

AC

SCALE: 1/16”= 1’-0”

WEST ELEVATION

A-202

WEST ELEVATION PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

AYOTTE &COSTA

AC

DATUM ELEVATIONS AND MATERIALS

A-203

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

AYOTTE &COSTA

AC

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AC ---

AB

C

D

E

FG

HEART FULL

Level 9 126' - 0"

Level 8 111' - 0"

Level 7 96' - 0"

174’-0”

Level 6 81' - 0"

Level 5 66' - 0"

Level 4 51' - 0"

Level 1 0' - 0"

SOUTH SECTION 0'

10'

20'

40'

80'

SCALE: 1/16”= 1’-0”

Level 2 18' - 0"

BUILDING SECTION1

Level 3 36' - 0"

A-301

MEDICAL INTEGRATION RETAIL/MARKET

INTEGRATED MEDICAL FLOOR

Level 10 141' - 0"

CORPORATE

A 3 STORY VERTICAL GARDEN CONNECTS THE INTEGRATED MEDICAL SUITES TO ONE ANOTHER ALLOWING THE IDEA AND REPRESENTATIONS OF THE INTERCONNECTION OF HURT, OPERATION, RECOVERY AND REBIRTH.

Level 11 156' - 0" PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

SPA

Roof 174' - 0"

AYOTTE &COSTA

7

-

6

AC

---

3

4

5

6

7

8 9

5

1 2

HEART FULL

LEVEL 8

LEVEL 7

174’-0”

MEDICAL INTEGRATION

LEVEL 9

CORPORATE

INTEGRATED MEDICAL FLOOR

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

LEVEL 10

1 2

11 STORY ATRIUM THAT ALLOWS NIGHTS FLUSH AND NATURAL DAYLIGHTING TO ENTER AND FILTER DOWN INTO THE DIFFERENT TENANT SPACES.

LEVEL 11

3

SPA

4

ROOF

LEVEL 6

LEVEL 5

LEVEL 4

0'

10'

20'

40'

80'

SCALE: 1/16”= 1’-0”

WEST SECTION

BUILDING SECTION 2

LEVEL 2

A-302

RETAIL/MARKET

LEVEL 3

AYOTTE &COSTA

AC STRUCTURAL SUMMARY

Our structure consists of poured concrete and steel construction. The poured concrete can be found in the core and each fire stair. The core consists of elevator shafts, mechanical shafts, and restrooms. The structural steel can be found as beams, girders, columns, bracing, and moment frames throughout the building.

The poured concrete is important to utilize because it is inexpensive and acts as sheer walls to bring a regular distribution of loads throughout the building.

HEART FULL

STRUCTURAL PROJECT RECORD

S-100

Trib Dead Unreduced Kki/red Reduced LOAD (#)

Width Load Live Load Live Load Roof 672 28 20 0.639 12.78 27404.16 11th 672 107 100 0.639 63.9 114844.8 10th 672 107 50 0.639 31.95 51689.4

9th 672 107 60 0.639 38.34 97668.48 8th 672 107 50 0.639 31.95 51689.4 7th 672 107 50 0.639 31.95 51689.4 6th 672 107 50 0.639 31.95 51689.4 5th 672 107 50 0.639 31.95 51689.4 4th 672 107 50 0.639 31.95 51689.4 3rd 672 107 50 0.639 31.95 51689.4 2nd 672 107 125 0.639 79.89 125590.08 1st 672 107 125 0.639 79.89 125590.08 TOTAL: 852923.4

or 852.9 kips

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

DEAD LOADS (IN PSF) Floor Slab System 69 (2.5" Deck + 4.5" Conc. Slab = 6.5") Beams 8 Flooring 1 MEP 10 Ceiling/Lights 2 Fire Protection 2 Partitions 15 TOTAL = 107

ROOF LOAD = 20 snow load + 8 roof load = 28 psf

**Reference pg. 73 Vulcraft Steel Catalog

15.932k

AYOTTE &COSTA

15.932k

AC

15.932k 15.932k

6’

6’

6’

24’-0”

COLUMN 1

59' = Floor 9 - Roof =

291.6k

W10x60 is column

COLUMN 2

59' = Floor 4 - 9

=

498.36k

W10x88 is column

COLUMN 3

54' = Floor 1 - 4

=

852.92k

W12x152 is column

size size

size

** Refer to Table 4-1 of AISC Manual

HEART FULL

Vmax

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

Mmax

The dark gray areas represent the tallest floor that requires structure. The lighter gray lines show the underlayed structure, which is the ground floor of the building.

This structural grid can show how far the building sets back as the number of floors increase. Where there is a setback/cantilever in our building, we utilize transfer girders that take the weight of overhead/below structures and transfer it on a larger and longer girder. The use of these girders takes away the need for structural walls and creates a

S-101

This building column grid is a 4’x4’ structural column grid. The bay sizes of the structure directly correspond to the column grid because the length and width of the bay are both divisible by the 4’ in between each column. Because of this simple structure, the columns, beams, and girders throughout the building are consistent and spread out uniformly. The only portions of the building that have a difficult structure are the atrium, and where the building sets back.

STRUCTURAL GRID

STRUCTURAL GRID

AYOTTE &COSTA

AC PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

(Span/15)12 = (24/15)12 = 19.2 (Use W21) Tributary Area = AT = 24’(28’) = 672 ft2 KLL = 2 Influence Area = Ai = KLLAT = 2(672) = 1344ft2 L = Lo(.25 + 15/√Ai) = 60(.25 + 15/√1344) = 39.55 psf L = 39.55 psf > .5(50) = 25 psf Use L = 39.55 psf LRFD Wu = 1.2DL + 1.6LL Wu = 1.2(107)(24) + 1.6(39.55)(24) = 4600.32/ft (4.6 k/ft) Mu = WuL2/8 = 4.6(24)2/8 = 331.2 kip-ft Vu = WuL/2 = 4.6(24)/2 = 55.2 kips ASD Wa = D + L Wa = 107(24) + (39.55)24 = 3517.2lb/ft (3.52 kip/ft) Ma = WaL2/8 = 2.03(14)2/8 = 49.7 kip-ft Va = WaL/2 = 2.03(14)/2 = 55.2 kips

HEART FULL

Pick W12X19 (ASD = 238 kip-ft, LRFD = 358 kip-ft, Ix = 843) ∆LL(actual) = 5WL4/384EI = 5(3.52) (24)4(12)3/384(29000)843 = 1.07” ∆LL(MAX) = L/240 = 24(12)/240 = 1.2” 1.2” > .465” GOOD. USE A W21X44 GIRDER.

FRAMING PLAN This framing plan shows how the beams, girders, and columns are located on our integrated floor. Also, on the east (right) side of the building, the transfer beams are being utilized.

The black circles represent the columns within the building. The dark gray lines represent the beams and girders throughout the structure. Finally, the light gray walls show the location of the shear walls. The location of these walls is critical to the design because they create a balanced load distribution.

FRAMING PLAN

Live Load = 38.34 psi Dead Load = 107 psi L = 28' LL = L/360 = 0.078

ASD LL = 38.34 (trib width x length) = 38.34(6'x28') = 6.44 1000 DL = 107 (trib width x length) = 107(6'x28') = 17.98 1000 Total = ASD = 24.42 = 0.872 L

28'

LRFD Mu = Wu L^2 = 1.138 (28)^2 = 111.52 k-ft

8 8 Mu = Wu L = 1.138 (28) = 15.93 k

2 2 W14x30 = 5w(L)^4 = 5(1.138)(28^4) = 0.001 < 0.7 OKAY

384(E)(I) 384(29000)(291)

ASD Mu = Wu L^2 = 0.872 (28)^2 = 85.46 k-ft 8 8 Mu = Wu L = 0.872 (28) = 12.21 k

2 2 BEAM SIZE W14 x 30 Works!

GIRDER:

S-102

BEAM CALCULATIONS

STRUCTURAL LOAD AXON

S-103

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

AYOTTE &COSTA

AC

AYOTTE &COSTA

AC HEART FULL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

COOLING TOWER

BOILER MAIN MECHANICAL ROOM

MECHANICAL SUMMARY

THE VAV-MULTIZONE WILL BE UTILIZED ON THE REMAINING FLOORS. THESE FLOORS HAVE PROGRAM AREAS THAT ARE ABLE TO HAVE A CONSTANT TEMPERATURE DISTRIBUTION.

M-100

THE VAV-REHEAT SYSTEM WILL BE LOCATED ON FLOORS 6-8, AS WELL AS 11. IT WILL FILTER IN AIR FROM THE EXTERIOR, BE IMMEDIATELY FILTERED, AND BE DISTRIBUTED INTO INDIVIDUAL ROOMS. THIS ALLOWS THE PRIVATE TENANT AREAS TO CHANGE THE TEMPERATURE THEMSELVES INSTEAD OF HAVING A CONSTANT TEMPERATURE. ALSO, THE RECOVERY AND LAB AREAS WILL BE CONSTANT-AIR-VOLUME SINGLE DUCT SYSTEMS BECAUSE THEY PRESENT A MORE DESIRABLE SYSTEM FOR AN AREA THAT IS SENSITIVE TO BACTERIA.

MECHANICAL PROJECT RECORD

TWO SYSTEMS THAT WE ARE DEFINITELY LOOKING AT ARE VARIABLE-AIR-VOLUME REHEAT SYSTEM WITH 4 PIPES, CONSTANT-AIR-VOLUME SINGLE DUCT, AS WELL AS A VARIABLE-AIR-VOLUME SINGLE DUCT SYSTEM.

AYOTTE &COSTA

AC

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

HEART FULL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

PIEZOELECTRIC PANEL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

KINETIC FACADE

BECAUSE OF THESE TWO ENERGY EFFICIENT SYSTEMS OF THIS ONE FACADE, WE ARE ABLE TO CREATE USABLE ENERGY AND CUT BACK ON THE BUILDINGS ENERGY USAGE.

M-101

ANOTHER BENEFIT TO THIS FACADE IS HOW IT GENERATES POWER THROUGH VIBRATION. SINCE THERE WILL ALWAYS BE WIND WITHIN THE LIMITS OF THE WAREHOUSE DISTRICT IN DOWNTOWN CLEVELAND, THERE IS ALWAYS POTENTIAL TO COLLECT ENERGY. THE VIBRATIONS OF THE PANELS CAUSED BY THE WIND IS COLLECTED BY THE FRAMING MEMBERS OF THE FACADE. THE STEEL FRAMING MEMBERS ARE ENCASED WITH PIEZOELECTRIC MATERIAL THAT CAN CONVERT VIBRATIONS INTO ELECTRICAL ENERGY.

KINETIC FACADE SYSTEM

THIS KINETIC FACADE IS AN IMPORTANT PIECE TO OUR BUILDING. BESIDES IT’S AESTHETIC APPEAL, THIS FACADE IS VERY BENEFICIAL. THE SMALL WINDVIBRO PANELS HELP BRING THE STRONG SOUTHWEST WINDS ON THE CORNER OF THE BUILDING UP INTO THE WIND TURBINE ON THE ROOF. BECAUSE OF THIS, APPROXIMATELY 40% OF THE WIND THAT HITS THE SOUTHWEST CORNER CURLS UP AND FILTERS INTO THE TURBINE FOR POWER GENERATOR. THIS 40% IS LARGER THAN THE NORMAL 30% THAT HITS ABOVE ANY 2ND OR 3RD FLOOR.

AYOTTE &COSTA

ASHRAE LOAD x 144 = 3028 x 144 = (square root of) 174.4 = 13.5" 2500 2500

AC

Mechanical Calculations

M-102

MECHANICAL AXONCALCULATIONS

HEART FULL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

ASHRAE LOAD x 144 = 4399 x 144 = (square roof of) 527.9 = 23" 1200 1200

AYOTTE &COSTA

AC LABORATORY LABORATORY CORE 1 COUNSELING

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

STAIRWELL RECOVERY

HEART FULL

CORE 2

RECOVERY

STAIRWELLS:

Pressurized

RECOVERY: Variable-Air-Volume with Reheat (efficient for office & hospital recovery) COUNSELING: Variable-Air-Volume with Reheat (efficient for office use) LABORATORIES: Constant-Air-Volume CORES: N/A

(suitable for procedural program spaces)

M-103

ZONES AND CORRELATING SYSTEMS

MECHANICAL ZONES

STAIRWELL

AYOTTE &COSTA

AC

ROOF DRAINGS

ROOFTOP AHU FILTER

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

ROOFTOP AHU AIRFOIL FAN

HEART FULL

ROOFTOP AHU MIXING BOX

COOLING TOWER

ROOF PLAN THE MECHANICAL EQUIPMENT USED ON THE ROOF IS CRITICAL TO THE HVAC SYSTEMS WITHIN THE BUILDING. THE FOLLOWING PIECES OF EQUIPMENT ARE ON THE ROOF:

ROOF DRAINS: DRAINS USED TO COLLECT RAINWATER THAT ACCUMULATES ON THE ROOF AND FILTERS IT OUT OF THE BUILDING ROOFTOP MIXING BOX: AN AIR HANDLING UNIT THAT CONDITIONS AND HELPS CIRCULATE AND DISTRIBUTE THE AIR TO THE VENTILATION SYSTEMS IN THE BUILDING ROOFTOP FILTER: AIR HANDLING UNIT THAT FILTERS THE OUTDOOR AIR TO MAKE SURE THE QUALITY OF AIR IS NOT COMPROMISED WITHIN THE BUILDING. IT ALSO MAKES THE OUTDOOR AIR MORE COMFORTABLE FOR TENANTS. ROOFTOP FAN: THESE FANS EXTRACT THE EXHAUST AIR THAT IS CREATED WITHIN THE BUILDING, AND MAKES FOR A MORE COMFORTABLE ENVIRONMENT INSIDE.

MECHANICAL ROOF PLAN

COOLING TOWER: A DEVICE THAT REJECTS (EVAPORATES) THE HEAT THAT IS FORMED WITHIN THE BUILDING. IT EXTRACTS WASTE INTO THE ATMOSPHERE, AND PROVIDES COOL WATER FOR AIRCONDITIONING UNITS AND ELECTRICAL GENERATORS.

M-104

ROOF DRAINS

AYOTTE &COSTA

AC

ONE OF 3 CISTERNS @ 1,000SQFT

WATER SUPPLY ANALYSIS OCCUPANCY

WATER CLOSETS

LAVATORIES DRINKING FOUNTAINS

OTHERS

COLD HOT TOTAL WSFU

Drinking Fountain 24 0.25 0 0.25 6 Lavatory Public 38 1.5 1.5 2 76 Shower Head (temp control) 4 3 3 4 16 Service Sink 10 2.25 2.25 3 30 Urinal 12 5 0 5 60 Water Closet (siphonic) 60 2 0 2 120 TOTAL = 308 *Reference Table 21.15 WATER FLOW RATE LENGTHS PRESSURE LOSS Load WFSU approx. 300 thr.fr demand = 110 gpm Development 8+167+25+47 = 247' 0.2 x 370.5' = 74.1 psi

Equivalent 247/2 = 123.5' 0.433 x 167' = 72.3 psi

Total Equivalent 247' + 123.5' = 370.5' Total = 146.4 psi

PRESSURE REQUIREMENT FOR FARTHEST PUMP SIZE PRESSURE DROP FIXTURE 50psi - 146.4 + pump = 20psi 116.4/100 = 1.16 Water Closet = 20 psi (138 kpa) PUMP = 116.4 psi

COLD WATER LINE

HOT WATER LINE

HEART FULL

WFSU

ITEM NUMBER OF FIXTURES

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

Business 1 per 50 1 per 80 1 per 100 1 service sink Ground & 2nd Floor 0 2 per floor 0 1 Per Floor 3-10 4 per floor 3 per floor 2 per floor 1 per floor Total Building 30 20 24 10

PLUMBING SUMMARY

DOMESTIC WATER LINE PLUMBING CHASE/ WASTE LINE

BECAUSE OF THE DISTRIBUTION OF WATER, THERE WILL BE 3 WET COLUMNS LOCATED ACCORDINGLY THROUGHOUT THE BUILDING. THESE WET COLUMNS HELP CAPTURE THE WASTE WATER AND THE PIPES AND DISTRIBUTE IT TO THE MAIN WATER ROOM ON THE GROUND FLOOR. THIS ROOM IS ADJACENT TO AN EXTERIOR WALL, MAKING IT FEASIBLE TO BRING IN, OR LET OUT ANY WATER.

P-100

WE WILL BE USING WATER CATCHMENT ON OUR ROOF, AND WILL USE THIS WATER THROUGHOUT THE BUILDING AS A GRAYWATER SYSTEM. AFTER SIZING CISTERNS AND FIGURING THE WATER SUPPLY LOAD FOR THE BUILDING, UTILIZING 3 CISTERNS AT 1,000 CUBICFEET WILL BE EFFICIENT FOR THE SIZE OF THE STRUCTURE. THESE CISTERNS WILL COLLECT WATER THAT WILL BE USED THROUGHOUT THE BUILDING IN RESTROOMS, OR ANYWHERE THAT DOES NOT REQUIRE POTABLE WATER.

PLUMBING PROJECT RECORD

OUR PLUMBING CHASE IS LOCATED IN BETWEEN OUR RESTROOMS ON EACH FLOOR. THIS KEEPS THE TRANSFER OF BLACK WATER CONSISTENT THROUGHOUT THE BUILDING. THE HOT AND COLD WATER LINES RUN THROUGH THESE CHASES, WHICH PROVIDE ADEQUATE WATER TEMPERATURES TO ALL SINKS LOCATED THROUGHOUT THE BUILDING. WE ALSO DISTRIBUTE AND COLLECT WATER FROM THE GARDEN AND THE MARKET IN ORDER TO KEEP FOOD FRESH.

AYOTTE &COSTA

AC PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL P-101

Collection Area= 140 ft x 115 ft 16100 Occupancy = 7500ft = 750 100 Gallons per day per occupant= 30 gal Gallons per day= 30 gal x 750 oc.

22500 Gallons per year= 45,000 x 365 days 8212500 Volume of cistern= 22500 3008 ft 7.48 **3 cisterns at 1,000 ft

WATER DEMAND (GPD) Occupancy Water Use per Person GPD Yearly Use 1500 15 gpd 22500 8212500

Water Use Baseline Efficient System Reduction Per Year (gal) Faucets 1.5 gpm 0.5 gpm 15 x 1500 = 22,500 Toilets 1.6 gpf 1.28 gpf 15 x 1500 = 22,500 Urinals 1.5 gpf 1.0 gpf 15 x 1500 = 22,500 Total = 67,500

PLUMBING AXON

CISTERN SIZING

AYOTTE &COSTA

AC PIEZOELECTRIC FRAMING PLATES ELECTRICAL SHAFT

HEART FULL

KINETIC FACADE

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

VIBRO- WIND PANELS

MAIN ELECTRICAL ROOM

WE WILL BE RECEIVING THE MAJORITY OF OUR ELECTRICITY FROM THE CITY GRID, LABELED ON THE AXONOMETRIC DIAGRAM TO THE LEFT. THROUGH CALCULATION, IT WAS FOUND THAT THIS BUILDING WILL GENERATE 1842.7 KILOWATTS OF ENERGY LOADS. BECAUSE OF THIS LARGE LOAD, HARVESTING AND GENERATING A SEPARATE PORTION OF POWER FOR THIS BUILDING. AFTER SITE ANALYSIS AND RESEARCH, COLLECTING ENERGY THROUGH WIND TURBINES, AS WELL AS KINETIC ENERGY, WILL GENERATE A HEALTHY AMOUNT OF POWER FOR OUR BUILDING. THE KINETIC FACADE, SHOWN ABOVE, WILL BENEFIT THIS BUILDING TWO WAYS. FIRST, THIS DOUBLE FACADE WILL ACT AS A WIND COLLECTION, BRING THE HIGH VELOCITY WINDS FROM THE SOUTHWEST CORNER UP ONTO THE ROOF WHERE A WIND TURBINE WILL COLLECT AND CONVERT THE WIND INTO USABLE ENERGY. THIS PROCESS IS DONE BY THE SMALL VIBRO-WIND PANELS VIBRATING AND FORCING THE AIR UP THROUGH THE FRAMING MEMBERS, TO THE LOCATION OF THE TURBINE. THE SECOND WAY THIS FACADE WILL CREATE ENERGY IS BY VIBRATIONS MADE BY THE WIND. THE FRAMING MATERIAL IS STEEL THAT IS SURROUNDED BY PIEZOELECTRIC PLATES. THESE PLATES NATURALLY COLLECT ENERGY THROUGH PRESSURE, SUCH AS VIBRATION, WHICH CAN THEN BE CONVERTED INTO ELECTRICAL ENERGY. THESE FORMS OF ENERGY WILL NOT GENERATE ENOUGH POWER TO RUN OUR WHOLE BUILDING, BUT THEY WILL INCREASE THE EFFICIENCY, AS WELL AS LESSEN THE NEED FOR MORE ELECTRICAL USE WITHIN THE STRUCTURE.

E-100

POWER FROM CITY

ELECTRICAL PROJECT RECORD

ELECTRICAL SUMMARY

AYOTTE &COSTA

Heating & Cooling 154269 x 5 w/sf x .001 = 771.35 Lighting 154269 x 1 w/sf x .001 = 154.27 Pumps/Equipment 154269 x 2 w/sf x .001 = 308.54 Recepticals 154269 x 2 w/sf x .001 = 308.54 Elevators

5 x 60 kW = 300 Total in kW 1842.7

1500 < 1842.7 < 2000 kW Transformer Size = 2000 kVa Transformer Compact Station = 2000 SC

EMERGENCY LOADS Total = 1842.7 kW x 10% = 184.27 150 < 184.27 < 200 kW Generator Size = 5' x 12' x 8'

ELECTRIC LOAD FOR INTEGRATED FLOOR Floor Sq. Ft = 10,594 Heating & Cooling Load: 10594 x 5 w/sf x .001 = 52.97 kW Lighting Load: 10594 x 1 w/sf x .001 = 10.594 kW Pumps Load: 10594 x 2 w/sf x .001 = 21.188 kW Receptical Load: 10594 x 2 w/sf x .001 = 21.188 kW Elevator Load:

(5 x 60)/11 = 27.27 kW Total = 133.21 kW

AC

TOTAL ELECTRICAL LOADS

ELECTRICAL AXON

HEART FULL E-101

P = 3 (Vl) (I) 13321 = (1.73)(208) I = 37.02...use a 100 watt panel because anything smaller isnt being used

TOTAL BUILDING WATTAGE 4 fixtures x 6 rooms = 24 x 46 watts = 1104 18 fixtures x 1 rooms = 18 x 46 watts = 828 11 fixtures x 1 rooms = 11 x 46 watts = 506 9 fixtures x 1 rooms = 9 x 54 watts = 486 4 fixtures x 1 rooms = 4 x 54 watts = 216 12 fixtures x 1 rooms = 12 x 60 watts = 720 13 fixtures x 1 rooms = 13 x 60 watts = 780 5 fixtures x 1 rooms = 5 x 47 watts = 235

TOTAL = 4875 / 10594 = 0.46 < 0.5 watts OK!

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

PANEL SIZE

PHILIPS ROTARIES TBS741 These lights are the most suitable for the Heart Cathetor Rooms. These are procedure rooms that must be as sterile as possible. These Philips lights provide cold mirror reflectors that are appropriate for health rooms such as these. There are small, recessed lights that will not be obtrusive to any operations performed.

Also, in the case these rooms are not programmed this way in the future, these lights work in commercial, healthcare, and educational programs.

AC PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

The BT Troffer series by GE is appropriate for the office spaces (counseling and recovery) because they are long lasting lights that are efficient and appear frameless. These lights are suitable for applications such as office, commercial and retail programs. Similar to the ET Series, these lights provide a uniform distribution of light throughout the space. Because of this, the work environment will benefit and become more productive with better lighting.

GE ECOLUX LINEAR FLUORESCENT Fluorescent lights are often used in interior garden settings. They work best with the double height garden and are less likely to kill the plants. They use a low amount of energy, so staying on for long periods of time to maintain the life of the garden, they donâ&#x20AC;&#x2122;t use too much energy in the long run.

ELECTRICAL PLAN

GE 2X4 RECESSED TROFFER BT 24 SERIES

(2X4 RECESSED TROFFER BT24 SERIES)

HEART FULL

These light fixtures are placed in both areas of reception. Although many reception, lobby, or waiting areas use accent lighting, wall washers, or cove lighting to create a more appealing and elegant feel, these LED luminaires bring an adequate amount of light to each space, while staying energy efficient. They provide a uniform distribution of light and are also ultrathin, which takes up less room in the interstitial space in the ceiling. By using these energy efficient lights in the reception areas, the visitors will have a comfortable visual of their surroundings, as well as feel comfortable in the even glow of the space.

RECEPTION 1 (2X4 RECESSED TROFFER ET24 SERIES) RCR = 5(6.5) (32.5 + 25) = 1868.75 2.3 = 3 32.5 x 25 812.5 Cu = 0.79 E = 30 (812.5) 8.9 = 9 luminaires (light fixtures) 4500(.9)(.85)(.79) E = 9(4500)(.79)(.9)(.85) 30.1 LPD > 30 fc 812.5

INDIVIDUAL RECOVERY (2X4 RECESSED TROFFER BT24 SERIES) RECEPTION 2 (2X4 RECESSED TROFFER ET24 SERIES) RCR = 5(6.5) (15 + 20) = 1137.5 3.79 = 4 RCR = 5(6.5) (39 + 45.5) = 2746.25 1.55 = 2 15 x 20 300 39 x 45.5 1776 Cu = 0.70 Cu = 0.90 E = 30 (300) 3.73 = 4 luminaires (light fixtures) E = 30 (1776) 17.2 = 18 luminaires (light fixtures) 4500(.9)(.85)(.7) 4500(.9)(.85)(.9) E = 4(4500)(.7)(.9)(.85) 32.1 LPD > 30 fc E = 18(4500)(.9)(.9)(.85) 31.4 LPD > 30 fc 300 1776

HEART CATH LABS 2 (PHILIPS ROTARIS TBS741) HEART CATH LABS 1 (PHILIPS ROTARIS TBS741) RCR = 5(6.5) (35 + 37) = 2340 1.8 = 2 RCR = 5(6.5) (67.5 + 28) = 3103.75 2.95 = 3 35 x 37 1295 67.5 x 28 1050 Cu = 0.9 Cu = 0.79 E = 30 (1295) 12.5 = 13 luminaires (light fixtures) E = 30 (1050) 11.58 = 12 luminaires (light fixtures) 4500(.9)(.85)(.9) 4500(.9)(.85)(.79) E = 13(4500)(.9)(.9)(.85) 31.1 LPD > 30 fc E = 12(4500)(.79)(.9)(.85) 31.1 LPD > 30 fc 1295 1050

GARDEN (GE ECOLUX LINEAR FLUORESCENT) GROUP RECOVERY (2X4 RECESSED TROFFER BT24 SERIES) RCR = 5(6.5) (27.5 + 14) = 1348.75 3.5 = 4 RCR = 5(6.5) (43 + 22.5) = 2128.75 2.2 = 3 27.5 x 14 385 43 x 22.5 967.5 Cu = 0.70 Cu = 0.79 E = 30 (385) 4.79 = 5 luminaires (light fixtures) E = 30 (967.5) 10.67 = 11 luminaires (light fixtures) 4500(.9)(.85)(.7) 4500(.9)(.85)(.79) E = 5(4500)(.7)(.9)(.85) 31.3 LPD > 30 fc E = 11(4500)(.79)(.9)(.85) 30.9 LPD > 30 fc 385 967.5 COUNSELING

RCR = 5(6.5) (12.5 + 17.5) = 975 4.45 = 5 12.5 x 17.5 218.75 Cu = 0.51 E = 30 (218.75) 3.74 = 4 luminaires (light fixtures) 4500(.9)(.85)(.51) E = 4(4500)(.51)(.9)(.85) 32.1 LPD > 30 fc 218.75

E-102

GE 2X4 RECESSED TROFFER ET 24 SERIES

RCR = 5h (cavity length + cavity width) cavity length x cavity width Floor to Floor Height - 2.5 (desk height) 9 - 2.5 = 6.5'

AYOTTE &COSTA

ELECTRICAL LOADS

AYOTTE &COSTA

TENANT POWER AREA

TENANT PANEL 11A

INVERTER

TENANT PANEL 11B

M 300AF

M

TENANT PANEL 11C

TENANT PANEL 11D

M

TENANT PANEL 11E

M

AC

ELEVENTH FLOOR

TENANT PANEL 11F

M

M

150 kVa 480-208/120V 3?-4W

400AF ELEVENTH FLOOR

TENANT PANEL 10A

TENANT PANEL 10B

M 300AF

M

TENANT PANEL 10C

TENANT PANEL 10D

M

TENANT PANEL 10E

M

TENANT PANEL 10F

M

M

150 kVa 480-208/120V 3?-4W

400AF TENTH FLOOR

TENANT PANEL 9A

DYNAMOS

TENANT PANEL 9B

M 300AF

M

TENANT PANEL 9C

TENANT PANEL 9D

M

TENANT PANEL 9E

M

TENANT PANEL 9F

EP 1A

M

EP 1B

M

150 kVa 480-208/120V 3?-4W

INVERTER

COMBINER

400AF NINETH FLOOR

M

TENANT PANEL 8D

M

TENANT PANEL 8E

M

TENANT PANEL 8F

M

M

150 kVa 480-208/120V 3?-4W

400AF EIGHTH FLOOR

TENANT PANEL 7A

TENANT PANEL 7B

M 300AF

M

TENANT PANEL 7C

TENANT PANEL 7D

M

TENANT PANEL 7E

M

TENANT PANEL 7F

M

M

150 kVa 480-208/120V 3?-4W

400AF SEVENTH FLOOR

TENANT PANEL 6A

TENANT PANEL 6B

M 300AF

M

TENANT PANEL 6C

TENANT PANEL 6D

M

TENANT PANEL 6E

M

TENANT PANEL 6F

M

M

EP 1A

150 kVa 480-208/120V 3?-4W

EP 1B

400AF SIXTH FLOOR

TENANT PANEL 5A

TENANT PANEL 5B

M 300AF

M

TENANT PANEL 5C

TENANT PANEL 5D

M

TENANT PANEL 5E

M

TENANT PANEL 5F

M

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

M 300AF

TENANT PANEL 8C

HEART FULL

TENANT PANEL 8B

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TENANT PANEL 8A

M

150 kVa 480-208/120V 3?-4W

400AF FIFTH FLOOR

TENANT PANEL 4A

TENANT PANEL 4B

M 300AF

M

TENANT PANEL 4C

TENANT PANEL 4D

M

TENANT PANEL 4E

M

TENANT PANEL 4F

M

M

150 kVa 480-208/120V 3?-4W

400AF FOURTH FLOOR

800 AMP BUSDUCT

TENANT PANEL 3B

TENANT PANEL 3C

TENANT PANEL 3D

TENANT PANEL 3E

TENANT PANEL 3F BUSDUCT

M 300AF

M

M

M

M

M

150 kVa 480-208/120V 3?-4W

EP 1A

EP 1B

400AF THIRD FLOOR BUSDUCT TAP BOX

BUSDUCT TAP BOX

BUSDUCT TAP BOX

BUSDUCT TAP BOX

2500 kVA 15 KV-480/277-3?

BRP 2EMCC

BEDP BEMCC

200/3 SPARE

800A/3P

SPARE

800A/3P

200A/3P SPARE 400A/3P ATS

800A/3P

SPARE

800A/3P

150A/3P

SPARE

800A/3P

400A/3P

SPARE

400A/3P

75 kVa 480-208/120V -3?-4w

E EG-1

FIRE PUMP CONTROLLER L N

SMOKE REMOVAL SYSTEM HVAC UNIT

400/3

EMERGENCY GENERATOR 200 kW, 3?

480/277v

400/3

METER COMPARTMENT

E N

BT1

MDP

WITH GROUND FAULT PROTECTION

BUILDING SUMP PUMP 480W-3?

L

FIRE PUMP

HVAC CHILLER

SECOND FLOOR

ELECTRICAL RISER

TENANT PANEL 3A

E-103

BUSDUCT

AYOTTE &COSTA

AC PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

INTEGRATED PROJECT RECORD

HEART FULL INTEGRATION IS THE COMBINATION OF ALL THE DIFFERENT PARTS AND PIECES OF A PROJECT COMING TOGETHER AND FORMING A SYSTEM, A SYSTEM IN WHICH WILL RUN AND OPERATE THE FACILITY. IN THIS PROJECT THE INTEGRATED FLOOR IS THE NINTH FLOOR. THE REASON FOR CHOOSING THE NINTH FLOOR IS BECAUSE IT IS ONE OF THE PROGRAMED MEDICAL SUITES. THIS FLOOR CONSISTS OF DESIGNATED WAITING AREAS, PREP ROOMS, IN-OUT PATIENT ROOMS, RECOVERY, AND COUNSELING OFFICES. EVERY SYSTEM FROM PLUMBING, HVAC, AND LIGHTING IS DESIGNED TO KEEP THE PATIENTS, EMPLOYEES AND GUEST COMFORTABLE DURING THEIR JOURNEY AND EXPERIENCE WITHIN THE BUILDING. WITH THE MULTIPLE SYSTEMS ONE CAN SEE HOW EACH WORKS WITH ONE ANOTHER AS WELL AS HOW THEY FIT TOGETHER IN THE SMALL PLACES WHERE THEY ARE STORED.

9IF-100

INTEGRATED FLOOR SUMMARY

AYOTTE &COSTA

AC CATH LABS PROCEDURE ROOM FOR THE OUT PATIENT. FLEXIBLE SPACE FOR DIFFERENT NEEDS.

PREP ROOMS

AFTER MUCH DIFFICULTIES WITH LIVING STYLES IT IS IMPORTANT FOR VISITORS TO GET THE PROPER CARE AND COUNSELING NEEDED.

THE ROOM WHERE PATIENTS PREPARE FOR THEIR OUTPATIENT PROCEDURE.

HEART FULL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

COUNSELING

WAITING RECOVERY

INTEGRATED PLAN

THE CLEAN OPEN ATMOSPHERE ALLOWS PATIENTS TO HAVE A QUICK RECOVERY.

9IF-101

A LARGE OPEN SPACE FOR WAITING FOR THE DOCTORS OFFICE AS WELL AS THE SCENARY OF A VERTICAL GARDEN

AYOTTE &COSTA

AC

STRUCTURE

HEART FULL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

WITH THE UNIQUENESS OF OUR 11 STORY ATRIUM THE STRUCTURE OF THE FRAMING IS SHAPED AROUND THE FRAME OF THE BALCONY. ALSO, TO ACCOUNT FOR THE SHEAR FORCES ON THE BUILDING OUR CORE (STIARS, ELEVATORS AND VERTICAL GARDEN WALL) ACT AS SHEAR WALLS FOR DEFLECTION.

9IF-102

THIS DIAGRAM SHOWS HOW THE SYSTEMS ARE INTEGRATED. BY HAVING CHASES AND SHAFTS THAT WORK AS DISTRIBUTION AREAS THROUGHOUT THE BUILDING, WE ARE ABLE TO CREATE A UNIFORM INTEGRATION. EACH SYSTEM OVERLAPS AND WORKS WITH THE OTHER IN THE SAME AREAS OF THE BUILDING. BY HAVING AN INTEGRATED SYSTEM, WE ARE ABLE TO HAVE A MORE EFFICIENT BUILDING, WHILE KEEPING THE COMFORT OF THE TENANTS IN MIND.

INTEGRATED AXON STRUCTURAL

INTEGRATED FLOOR - STRUCTURAL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL 9IF-103

THIS DIAGRAM SHOWS HOW THE SYSTEMS ARE INTEGRATED. BY HAVING CHASES AND SHAFTS THAT WORK AS DISTRIBUTION AREAS THROUGHOUT THE BUILDING, WE ARE ABLE TO CREATE A UNIFORM INTEGRATION. EACH SYSTEM OVERLAPS AND WORKS WITH THE OTHER IN THE SAME AREAS OF THE BUILDING. BY HAVING AN INTEGRATED SYSTEM, WE ARE ABLE TO HAVE A MORE EFFICIENT BUILDING, WHILE KEEPING THE COMFORT OF THE TENANTS IN MIND.

INTEGRATED AXON MECHANICAL

INTEGRATED FLOOR - STRUCTURAL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

AC

AYOTTE &COSTA

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

0' 10' 20' 40' 80'

INTEGRATED AXON PLUMBING

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

9IF-104

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

STERILE WASHING SINKS

AYOTTE &COSTA

AC

AC

AYOTTE &COSTA

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

LIGTHING

HEART FULL

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ONE OF THE MOST IMPORTANT ASPECTS OF THE BUILDING IS THE LIGHTING. TH LIGHTING THAT CAN BE FOUND ON THIS FLOOR IS BRIGHT AND WELCOMING TO ITS VISITORS. THE LIGHTS TOO DO NOT USE A LOT OF ENERGY AND HELP THE EFFICIENCY OF THE BUILDINGS TOTAL ENERGY USE.

1 2 1

2

3

3

9IF-105

INTEGRATED AXON ELECRICAL

4 4

0'

10'

20'

40'

80'

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

AYOTTE &COSTA

AC FIRE PROTECTION SPRINKLERS

9IF-106

INTEGRATED AXON SPRINKLERS

HEART FULL

SPRINKLER -16’ DIAMETER.

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

THE SPRINKLERS ARE LOCATED IN ALL ROOMS MAKING SURE THAT EACH SPACE HAS FULL COVERAGE. THE RADIUS OF THE SPRINKLER SPOUT IS 8’ RADIUS AND A TOTAL OF 16’ DIAMETER. IT IS IMPORTANT FACTOR OF THE LIFE SAFETY OF THE PEOPLE TO HAVE FULL COVERAGE WITHIN THE ENITRE BUILDING.

0'

10'

20'

40'

80'

AYOTTE &COSTA

AC PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL 9IF-107

THIS DIAGRAM SHOWS HOW THE SYSTEMS ARE INTEGRATED. BY HAVING CHASES AND SHAFTS THAT WORK AS DISTRIBUTION AREAS THROUGHOUT THE BUILDING, WE ARE ABLE TO CREATE A UNIFORM INTEGRATION. EACH SYSTEM OVERLAPS AND WORKS WITH THE OTHER IN THE SAME AREAS OF THE BUILDING. BY HAVING AN INTEGRATED SYSTEM, WE ARE ABLE TO HAVE A MORE EFFICIENT BUILDING, WHILE KEEPING THE COMFORT OF THE TENANTS IN MIND.

INTEGRATED MEPS

INTEGRATED SYSTEMS

AYOTTE &COSTA

A107

AC

1

66

7 7

INTERSTITIAL SPACE NARRATIVE THESE SECTIONS SHOW HOW OUR INTEGRATED FLOORS WORKS TOGETHER IN A SECTION CUT. THE SPACE BETWEEN THE CEILING AND THE FLOOR ABOVE MUST HOLD PLUMBING, HVAC, STRUCTURE, AND ANY ELECTRICAL FOR THAT SPECIFIC FLOOR. THE FOLLOWING IS THE ORDER IN WHICH EACH ITEM IS STACKED: 1) ELECTRICAL (also sprinklers) 2) PLUMBING 3) HVAC 4) STRUCTURE

2

4

3

5

4

6

5

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

3

8'

7 1

6

A107

7

Level 10 141' - 0"

Level 9 126' - 0"

0'

4'

8'

16'

32'

INTEGRATED INTERSTITAL SPACE

2 1

4'

9IF-108

1

2'

HEART FULL

0

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

BY LOOKING AT A SECTION OF THIS INTERSTITIAL SPACE, ONE CAN TELL HOW THE COMPONENTS OF THIS INTEGRATED BUILDING LIVE AND WORK TOGETHER.

AYOTTE &COSTA

AC 1

2 3

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

4 5 6 7

HEART FULL

8

9

1

10 11

2

12 3 4

13

EAST WALL SECTION

7 8 9 10 11 12

WEST/SOUTH WALL SECTION 1:GIRDER 2:RAISED CEILING CONNECTION 3: CEILING 4: STUCCO FINISH 5:DOUBLE GLAZE WITH 50% TINT 6: FINISHED FLOOR 7: AIR SPACE 8: 6” METAL DECKING 9: 12” SHINGLE ROOF 10: ALUMINUM CASEMENT FRAMING 11: TRANSLUCENT GLASS PANELS 12: EXTERIOR CONNECTION

9IF-109

6

INTEGRATED WALL SECTION

1:GIRDER 2:RAISED CEILING CONNECTION 3:CEILING 4:GYPSUM BOARD 5:BATT INSULATION 6:AIR SPACE 7:CAVITY 8:TRIPLE GLAZED PANEL 9: CARPET 10:FINISHED WOOD FLOOR 11:CONCRETE FLOOR SLAB 12:STUCCO 13:SPANDRREL PANEL

5

INTEGRATED PERSPECTIVES

9IF-110

PROFESSOR HAWK INTEGRATED DESIGN STUDIO SPRING 2014

HEART FULL

AYOTTE &COSTA

AC