R-1 Sample Computation (Determine AMBF, PSO, TOSL etc)

Given Lot Data:

R-1 Zoned Corner Lot with Frontage of 17.00m and Depth of 21.50m

Therefore: TLA=W x D

TLA=365.50sqm

R-1_Corner_Lot

Note: For Corner Lots, the largest setback requirement shall apply to the two sides serviced by the RROW.

SOLUTION:

1. SOLVING FOR AMBF

a. AMBF via Setbacks Table VIII.2

Front=4.50m (at two sides fronting RROW)

Side/Rear=2.00m

  • Building Width=17.00m-4.50m-2.00m you get 10.50m
  • Building Length=21.50m-4.50m-2.00m you get 15.00m

AMBF=Width x Length

AMBFSB=10.50m x 15,00m you get 157.50sqm

b. AMBF via PSOmax Table VIII.1 (not applicable R-1 not listed)

AMBF=N/A

c. AMBF via TGFA Table VII.1

AMBF=70% of TLA

AMBF=0.70 x (17.00m x 21.50m)

AMBFTGFA=0.70 x (365.50sqm) you get 255.85sqm.

d. AMBF via TOSL Table VIII.G.6

30% Open Space therefore 70% allotted for Building Footprint

AMBF=70% of TLA

AMBF=0.70 x (17.00m x 21.50m)

AMBFTOSL=0.70 x (365.50sqm) you get 255.85sqm.

e. AMBF via Lot Type/Location (Figures VIII.2-VIII.8)

10% Open Space therefore 90% allotted for Building Footprint

AMBF=90% of TLA

AMBF=0.90 x (17.00m x 21.50m)

AMBFLOTTYPE=0.90 x (365.50sqm) you get 328.95sqm.

*Most Stringent is AMBF via Setbacks having the least value of 157.50sqm

2. SOLVING FOR PSOmax

Get the AMBF with the least value

PSOmax=(AMBF/TLA)*100

PSOmax=(157.50sqm/365.50sqm)*100

PSOmax=43.09%

3. SOLVING FOR TOSL (USA + ISA) Table VIII.1 or via Table VIII.G.6

TOSL=100%-PSOmax

TOSL=100%-43.09%

TOSLmax=56.91%

4. SOLVING FOR USAmin

Note: Since R-1 not listed in Table VIII.1 alternative way is to compute for the area of the Front yard.

USAminimum
USAmin=Front Yard
USAmin=Front Yard

USAmin=(4.50m x 17.00m) + [(21.50m - 4.50m) x 4.50m]

USAmin=153.00sqm

or in percentage = (153sqm / TLA) x 100 you get 41.86%

5. SOLVING FOR ISAmax (ISA=all sides and rear yards)

Computed TOSL=56.91% convert to sqm

TOSL=56.91% x TLA

TOSL=208sqm.

ISAmax=TOSL-USAmin

ISAmax=208sqm.-153sqm. 

ISAmax=55.00sqm. 

or in percentage = (55sqm / TLA) x 100 you get 15.04%

6. SOLVING FOR MACA

MACA=PSOmax + ISAmax

MACA=43.09% + 15.04%

MACA=58.14% or

MACA=212.50sqm

7. SOLVING FOR GFAmax

Refer to Table VII.G.1 FLAR

GFAmax=TLA x FLAR

GFAmax=365.50sqm x 1.50

GFAmax=548.25sqm

8. SOLVING FOR TGFAmax base from Table VII.1

TGFAmax=PSOmax x BHL or TGFAmax=AMBF x BHL

PSOmax=% of TLA

Get BHL value of floors/storeys in Table VII.2

TGFAmax=157.50sqm x 3 

TGFAmax=472.50sqm

9. SOLVING FOR TGFAmax base from Multiplier in Table VII.G.2

TGFAmax=GFAmax x Multiplier

TGFAmax=548.25 x 1.50

TGFAmax=822.375sqm

In comparison to an excel calculator we get the same results

Excel Development Calculator

Other needed development controls like building bulk (volume) will depend on lot conditions in terms of its terrain, local restrictions if facing Road Right of Way on applicable angular plane etc.

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