Architectural Prog PPT

8/13/2019 Architectural Prog PPT

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MARK LESTER E. ERTEZ

AR521S4/AR52FA1

Towards a Climate Change & Disaster Risk Responsive Architecture

ONE GOVERNMENT; ONE CITYAn Interaction between the

Institution and the Environment


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AR521S4/AR52FA1


THE LOT IS LOCATED IN:

MAHARLIKA HIGHWAY, DIVERSION ROAD, ILAYANG DUPAY, LUCENA CITY

Near at the Grand Terminal of Lucena City


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AR521S4/AR52FA1



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ONE GOVERNMENT; ONE CITYAn Interaction between the Institution and the Environment

Computation of the Maximum Allowable PSO, AMBF, ISA, MACA, TGFA,and NUMBER OF STOREYS, Minimum Allowable USA, TOSL, and FLAR

Designation Rights Based from the National Building Code of the Philippines.

PROPOSED PROJECT: Institutional

Total Lot Area (TLA) = 117,204 sq. m

Percentage of Site Occupancy (PSO) = 60% Allowable Maximum Building Footprint (AMBF) AMBF = PSO x TLA

= 0.60 x 117,204 sq. m = 70,322.4 sq. m

Min. Total Open Space within Lot (TOSL)TOSL = 50% x TLA

= 0.50 x 117,204 sq. m= 58,602 sq. m (Minimum)


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Max. Allowable Impervious Area (ISA)

ISA = 20% x TLA= 0.20 x 117,204= 23,440.8 sq. m

Min. Allowable Unpaved Area (ISA)

ISA = 20% x TLA= 0.20 x 117,204= 23,440.8 sq. m

Max. Allowable Construction Area (MACA)

MACA = AMBF + ISA= 70,322.4 + 23,440.8= 93,773.2 sq. m




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FLAR Designation Rights for Institution= 2.50 m

Max. Total Gross Floor Area (TGFA)

TGFA = FLAR x TLA

= 2.50 x 117,204= 293,010 sq. m

Max. Number of Storeys= TGFA / TLA= 293,010

117,204= 4 Storeys (Proposal 3 Storeys)




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OPEN SPACE PERCENTAGE

PARKS / PLAYGROUNDQuadrangle = 1,674.11 sq. mOpen Area = 11,173.7618 sq. m

12,847.8718 sq. m STREET / SIDE WALK

Roads = 8, 950.6157 sq. mWalkways = 1,982.5688 sq. m

10,933.1845 sq. m

PARKING

TGFA / 150 sq. m = 106 Parking slot minimumParking Area = 2,207.3284 sq. m (Bus, Private Car,

Motorcycle, PWD )


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PERMEABLE AREAS Areas = 2,154.6731 sq. m

WATER BODIESPond = 50.2654 sq. m - Lacauan River ( Right-side of theFountain = 452.3893 sq. m

502.6547 sq. m SETBACKS

Front = 19,030.8294 sq. mRight-side = 11,033.4172 sq. mLeft-side = 10,854.5791 sq. mRear = 45,757,7998 sq. m Area = 86,676.6255 sq. m

EASMENTLacauan River = 1,194.2519 sq. m

TOTAL OPEN SPACE = 116,516.5899 sq. m


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SpaceRequirement

Activity No. ofUsers

Manual 0.58

sq. m

Pedal 0.96

sq. m

Pivotal 2.70

sq. m

Total Area Sq.m

(A)

Furn. / Fix.

Equip.

No.of Furn. &

Fix.

Unit Dim. Of

Furniture

TotalArea Sq.m

(B)

Circ. Multp.

Total Area Sq.m(C)

Overall AreaSq.m

(A+B+C)

M A I N L O B B Y

InformationDesk

Standing Sitting 2 1.16

Table 1 0.45 x0.45 0.405 30% 0.75 3.26 Chair 2 0.80 x 2.40 0.945

Security Desk

Standing Inspect 2 1.16 Table 1 0.45 x 1.50 1.20 30% 0.71 3.07

Telephone Booths

CallingStanding 4 2.32

Phone Booth 4 0.52 x 0.75 1.56 20% 1.08 4.96

Public CR Male

SittingStanding

Walking

8 7.68 WC 4 0.46 x 0.75 1.38

46% 4.97 15.77 Urinal 4 0.47 x 0.70 1.316

Lav. 2 0.42 x0.502 0.423

FemaleSitting

Walking Standing

8 7.68 WC 8 0.46 x 0.75 2.76

46% 4.50 15.86 Lav. 2 0.42 x0.502 0.422

PWD Sitting

WalkingStanding

1 0.96 WC 1 0.46 x 0.75 0.345

80% 1.48 3.33Lav. 1 0.42 x0.502 0.211 Urinal 1 0.47 x 0.70 0.329

T A X C O L L E C T I O N A N D F I N A N C E D E P A R T M E N T

Private Office Sitting

StandingWalking

3 2.88 Table 1 0.80 x 1.20 0.96

40% 1.96 6.86 Chair 3 0.45 x 0.45 0.6075 File Cab 1 0.50 x 0.90 0.45

General Office SittingStandingWalking

8 7.68 Table 1 0.80 x 1.20 0.96

50% 4.859 14.55 Chair 3 0.45 x 0.45 0.6075 File Cab 1 0.50 x 0.90 0.45


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MAIN BUILDING Ground Floor : 3,125.4538 sq. mSecond Floor : 3,618.9538 sq. mThird Floor : 3,112.5467 sq. m

GFA (Gross Floor Area) = 9,856.9543 sq. m

BUILDING 2 Ground Floor : 1,867.2007 sq. mSecond Floor : 1,797.392 sq. mThird Floor : 1,839.8314 sq. m

GFA (Gross Floor Area) = 5,504.4241 sq. m


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CANTEEN AREA Ground Floor Area : 206.8706 sq. m

FIRE STATION BUILDING

Ground Floor : 288.64 sq. mSecond Floor : 191.20 sq. m

GFA (Gross Floor Area) = 479.84 sq. m

Total GFA = 16,048.089 sq. m


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MAIN BUILDING

Ground Floor : 2,944.3756 sq. mSecond Floor : 3,178.4152 sq. mThird Floor : 2,672.0081 sq. m

NFA (Net Floor Area) = 8,794.7989 sq. m

BUILDING 2 Ground Floor : 1,750.9499 sq. mSecond Floor : 1,664.9412 sq. mThird Floor : 1,707.3806 sq. m

NFA (Net Floor Area) = 5,123.2717 sq. m


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Green Eco - symmetry Revolution

A Structure that environmental friendly, highly secured zone,

functional and accessible to end users. That has aestheticallypleasing proportionality and balance so as to reflect beauty andperfection.


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ARCHITECTURAL

URBAN CONCEPT

Green Eco Architecture

Radial Urban Design

is the regular arrangement of body partsaround a central axis.

To reduce the environmental impact of building To include measures to reduce energy consumption To reduce water consumption and protecting water qualit Truly sustainable materials require less maintenance


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FORM CONCEPT :

COCONUT SEED TOP VIEW

BUILDING FORM


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STRUCTURAL CONCEPT:

CANTILEVER- Is a system in which two upright

members, the posts, hold up the beams whichare laid horizontally across their top surfaces.

Two vertical posts on either side of a lintelhold up the beam and everything above theopening. This is a strong support when thestructure is level and gravity pulls down evenlyon the structure.POST AND LINTEL

- is a beam anchored at only one end. The

beam carries the load to the support where it isresisted by moment and shear stress.

BALANCED FORCE

- is a force equally opposed by another force inthe opposite direction, meaning that they cancelout each other so the object does not move,unlike an unbalanced force, where the object willmove because one force over powers the other.


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LOCAL ARCHITECTURE


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LOCAL ARCHITECTURE

ZONING MAP


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ZONING MAP

THE SITE


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Structural Building for Earthquake

Ground steel beam should be designed and joined together by at leastone foot apart; this should allow an overlap on the line of the building.

Build floors with light materials

Construct walls with light materials

Steel Braced Frame - This is commonly a concrete on steel deckfloor/roof system and is supported by steel beams and columns

Concrete Moment Frame - This building is reinforced concrete framewith reinforced concrete diaphragms

Tie walls, floors, roofs and foundations to a rigid box of steel. This isbased on the fact that earthquake exerts sideways load on buildings


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Floor Area Ration (FAR)

Gross Floor Area (GFA) = 16,048.089 sq. m

Total Lot Area (TLA) =117,204 sq. m

GFA = TLA x FLARFLAR = GFA / TLA

= 16,048.089 sq. m / 117,204 sq. m

FLAR = 0.1369


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Light rays

Building 1

Building 2


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Architectural Prog PPT