Proposal Master Plan - mjobrienMaster Plan Proposal. Arch 605 . Sandra M Hernandez . 0 5 10 40 80...

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Master Plan Proposal . Arch 605 . Sandra M Hernandez .

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Elevated Pedestrian Path

Tangent Street Connection

Penberthy Rd

George B

ush D

r W

Luther S

t W

George Bush

Memorial Bridge

Bus Stop

Square

Food Truck and

Delivery

Access Ramp to

Parking Garage

Access Ramp to

Parking Garage

RadialLiving

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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+ 100'

00"

+ 90' 01"

+ 100' 00"

+ 104' 00"

+ 100' 00"

Pedestrian Access to

Parking Garage

Pedstrian Ramp to

Parking Garage

Multiple Use

Outdoor Space

Media Lab

Library

Retail and

Commercial

Testing

Outdoor Plaza

Three Bedroom

Units

Vehicular Access

Ramp to Underground

Parking Garage

Pedestrian Bridge

Pedestrial Trial

Pedestrian Path

Pedestrial Trial

Elevated Pedestrian Path,

Direct Access to George

Bush Memorial Bridge

Medical

Clinic

Students

Affair

Dental

Clinic

Medical

Clinic

Police

Station

Outdoor

Plaza

Shaded Pedestrian Path

Multiple Use

Outdoor Space

Ground Level + 100' 00" . Arch 605 . Sandra M Hernandez .

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RadialLiving

Retail and

Commercial

Three

Bedroom

Units

Two Bedroom Units

Retail and

Commercial

+ 100' 7"

+ 100' 7"

+ 100' 7"

A

A'

North West

Elevation View

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+ 100' 00"

+ 100' 00"

+ 114' 00"

Peatonal Bridge

Elevated Pedestrian Path,

Direct Access to George

Bush Memorial Bridge

Outdoor Plaza

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Three Bedroom Units

+ 119' 10"

+ 119' 10"

Connection Bridge

Public Sitting

Second Level (Typical Plan) + 119' 10" . Arch 605 . Sandra M Hernandez .

RadialLiving

Intrados Units

Two Bedroom

Apartment

Extrados Units

Three Bedroom Apartment

Three Bedroom Units

Two Bedroom Units

Three Bedroom Units

Public Sitting

Connection Bridge

Connection Bridge

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A

A'

See Wall

Section Detail

+ 119' 10"

Public Sitting

Connection Bridge

See Enlarge

Apartment Detail

Intrados Units

Two Bedroom

Apartment

North West

Elevation View

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Section A- A' Parking Level + 90' 01" (Typical Plan) . Arch 605 .

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Mecanical

Room

Access Ramp to

Parking Garage

Mecanical

Room

Mecanical

Room

Mecanical

Room

+ 90' 01"

Pedestrian Access to

Ground Level

Pedestrian

Ramp Access to

Ground Level

Ground slopes away 5%6" per 10 Ft.

NanaWall Befolding door

Concrete Foundation Wall

Below Frostline

Deep Fundation

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Bituthene

1/2" Hydro-drainage Board

Reinforce Concrete Structural Wall

1" styro-foam Protection

Water Proof

System

Detail 2

Detail 1SCI Thermal BreakThe schock Isokorb Type CM for Concrete Balcony are high performancethermal insulators used between horizontal and vertical connections ofinternal and external elements to prevent thermal / cold bridging. Theyprovide a simple, economical and extremely effective solution to meetingPart L of the Building Requirements by way of reducing heat loss and therisk of internal condensation.

Slab Hidden Beam

Nana Wall BifoldingDoors

Ground slopes away 5%per 10 ft.

Concrete FundationWall

Below Frost Line

Deep Foundation

Ground Level + 100' 00"



Second Level + 119' 10"

Typical Level (139' 8")

Green Accessible Roof Level+ 159'6"

Double HeightCommercial/Retail

NanaWall

Coarse Gravel

Filter Fabric above andbelow drain pipe

Free drain backfill

Detail 2

Detail 1Top View

Front View

Low Profile Saddle Sill

Top Hung Head Jamb

Wall Section Detail

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3

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1

A1

A2

A3

B1

B2

B3

C1

C2

C3

D1

E1

F1

D2

D3

E2

E3

F2

F3

H1

H2

H3

Symbology

Typical Structure Diagram(Typical Plan) . Arch 605 . Sandra M Hernandez .

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10" X 72" Slab Hidden Beam 47' Span




One way Slab 30' Span

One Way Beam and Slab

System

Description:

The post-tensioned structural system was selected afterconsider different pros and contras. One of the mostimportant factor to adopt this system is it versatility, itprovides the necessary flexibility to achieve thearchitectural curvilinear shape and form. It allow todesign highly precise, customizable forms. This versatilitymakes cast-in-place concrete appropriate for this large,architectural project.The thickness of the concrete slab is10". The one way slabs have spans of 30 ft. while thetypical beams range between of 20 to 47 ft. spans. Theirregular shape of the bays increase as they go farther ofthe centrifugal point.

Other Considerations:

• Strong and solid construction that providescomfortable shelter from typical weather, andminimizes property damage while protectingoccupants from extreme weather, like naturaldisasters.A major advantage of concreteconstruction for high-rise buildings is the material'sinherent properties of heaviness and mass, whichcreate lateral stiffness, or resistance to horizontalmovement.

• Low maintenance cost and low energy bills.Thetight-form building envelope minimize airinfiltration, simplify the addition of insulation, andprovide thermal mass for more consistenttemperatures and decreased energy usage. This isbeneficial from an environmental and cancontribute toward a building's greenness in manyrating systems and some codes.

• Smooth riding surface, by minimize joins.• Fire resistance ratings to meet code requirements.• Provides long, column-free spans easy to adapt to

the building's framing form and parkingrequirements.

Disadvantage:

• Initial cost• Labor requirements to cast-in-place concrete is

high. Builders must first construct forms for thewalls and then install the forms and mix theconcrete. Pouring the concrete and waiting toremove the forms all take time that extends thelength of a construction and results in more hourlypay for work crews.

Braced Frame Wall / Shear wall

Reinforced Concrete Hidden Beam Cross SectionDetail (flat slab beams)

Placed within the 10" slab thickness, to create acontinue smooth ceiling surface and increaseheight clearance. To maintain the beam's strength,the height size of the original beam was increasedtwice to the horizontal axial for example:Original beam height 36" now it is 10" X 72"

72"

10"

36"36"

O3

O2

O1

G3

G1

G2

10" PT One Way

10" PT One Way

10" PT One Way

10" PT One Way

2 Hr Fire UL V 465

System DescriptionSteel Stud

- 3 4" STRUCTO-CRETE® Base Layer- 3-1/2" Min. Steel Stud- 3-1/2" Glass Fiber Insulation- 58" SHEETROCK® FIRECODE® Core Type X Face Layer- 3 4" STRUCTO-CRETE® Face Layer at Top of Wall

Top View

Vertical section

Fire RatedInteriorWall System

STEEL STUD

FORMING MATERIAL

GYPSUM PANEL

TOP SET WOOD

STEEL STUD

RESILIENT CHANNEL (MAY BE

INVERTED TO EASE

ATTACHMENT TO BASE)

ACOUSTICAL SEALANT

GYPSUM PANEL

INSULATION

STEEL TRACK

SEALANT

CEILING ATTACHMENT

FLOOR ATTACHMENT

Acoustical Wall SystemBetween Apartment Units

17"

ConcreteColumn

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Interior Apartment . Arch 605 . Sandra M Hernandez .

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D3 E

48'

44'

48'

44'

10'

LivingRoom

DiningRoom Kitchen

MBath

MasterBedroom

Bedroom3

Laundry

Bedroom2

Laundry

Balcony

Balcony

FireStaircase

scenicTractionElevator

3Bedroom

Apartment

2Bedroom

Apartment

28'

BTR#2

Balcony

West Elevation

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Typical Roof LevelStarting at level +159' 06"

Horizontal Fire Evacuation Route

Vertical ADA Circulation

Horizontal Fire Evacuation Route, Alternative

Horizontal ADA Evacuation RouteHorizontal ADA Evacuation Route, Alternative

Vertical ADA Circulation

Point of Discharge of the BuildingPoint of Dischargeof the Building


Typical Parking Level + 90' 01"

Typical Level + 109' 11"

Typical Roof LevelStarting at level +159' 06"

Point of Dischargeof the Building


Typical Parking Level + 90' 01"

Typical Level + 109' 11"

Egress Direction

Accessible Restroom

ADA Egress FloorPlan/ Accesibility

Egress Floor Plans

36"

60" X 56"

5' 30" X 48"

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0 5 10 30

Continuous handrail

Recessed fire resisting door-set with glazedvision panels and high and lower levels

Continuous handrail

Area of rescue and assistance

Fire extinguisher, handle800mm above floor,600mm from corner

5'

10'

C:\Users\Sandra.hernandez\AppData\Local\Microsoft\Windows\INetCache\Low\IE\W85MU5BO\20008706_woman_1[1].gif

Fire Protectedconnector bridge

Distance FP 180'

Distance FP 220'

Distance FP 138'

Distance FP 225'

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2 Hr Fire UL V 465

System DescriptionSteel Stud

- 3 4" STRUCTO-CRETE® Base Layer- 3-1/2" Min. Steel Stud- 3-1/2" Glass Fiber Insulation- 58" SHEETROCK® FIRECODE® Core Type X Face Layer- 3 4" STRUCTO-CRETE® Face Layer at Top of Wall

6 1/2"

6 1/2"

Max 24" O.C.

Top View

Vertical section

Fire Rated InteriorWall System

STEEL STUD

FORMING MATERIAL

SEALANT

GYPSUM PANEL

GENERAL NOTES:

.Install with slotted holes over the framing members.

TOP SET

Gypsum panels type and thickness as required by required performance.

WOOD

STEEL STUD

RESILIENT CHANNEL (MAY BEINVERTED TO EASE ATTACHMENT TO BASE)

ACOUSTICAL SEALANT

GYPSUM PANEL

INSULATION

STEEL TRACKSEALANT

CEILING ATTACHMENT

FLOOR ATTACHMENT

Acoustical Wall SystemBetween Apartment Units

17"

ConcreteColumn

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D3 E

48'

44'

48'

44'

10'

LivingRoom

DiningRoom

Kitchen

MBath

MasterBedroom

Bedroom 3

LaundryBedroom 2

Balcony

Balcony

FireStaircase

scenicTractionElevator

3 Bedroom Apartment

2 Bedroom Apartment

28'

BTR#2

Balcony

Fire resistant Walls

AcousticalWalls

Returning air air Supply air

Custodial Closet

Kitchen DiningRoom

Bathroom

Bedroom 1

Bedroom 2

Decentralized HVAC systems

Provide separate heating and cooling equipment for each unit, areless expensive to install initially, and to prevent stack effect. Alsodecentralized systems can be individually metered at the unit,whether gas-fired or run by electricity.

Elevator Machine Room:Located at the bottom level.

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Proposal Master Plan - mjobrienMaster Plan Proposal. Arch 605 . Sandra M Hernandez . 0 5 10 40 80...

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Transcript of Proposal Master Plan - mjobrienMaster Plan Proposal. Arch 605 . Sandra M Hernandez . 0 5 10 40 80...