Appendix 9

POSTER OF MINIMUM REQUIREMENTS FOR SAFER HOUSING

FOR SAFER HOUSINGMINIMUM REQUIREMENTS

Any gaps and void is avoided by using a stick to compact concrete when it is pouring.

d)

STRUCTURAL SECTION OF MAIN MEMBERS

2.ICAJ

QUALITY OF MATERIALS

1. QUALITY OF MATERIALS:

2. STRUCTURAL SECTION OF MAIN MEMBERS:

3. CONNECTION OF STRUCTURAL MEMBERS:

1.2 MORTAR

1.4 WOOD1.1 CONCRETE

3.1 3.2

3.4

1.5 BRICK

1.6 WATER

a) REINFORCED TIE BEAMMixture design for reinforced tie beam is one (1) portion of Portland cement, two (2) portions of clean coarse sand, four (4) portions of crushed stone (the size is less than 1/2”) and one (1) portion of clean and drinkable water.

Mixture design for confined columns, ring beams and light slab is one (1) portion of Portland cement, two (2) portions of clean coarse sand, three (3) portions of clean crushed stone (the size is less than 1/2”) and one (1) portion of clean and drinkable water. In case of salty soil for foundation, vinyl sheet is used to prevent salt damage of concrete.

Materials are well mixed where the aggregate is not visible and poured to form work immediately.

Form work is hard and no bleeding.

Mixture design is one (1) portion of Portland cement and four (4) portions of clean coarse sand.

Wood is hard, dry, dense fiber, well cured, no crack and straight.

Brick is burned and orange color without white pale shadow. Brick is also dust free, without cracks or bending.

Foundation width and height is 60 cm or more. In case of the foundation without loads from small beams of roofing, the width of foundation can be 50 cm. Foundation depth is no less than 80 cm.

Connection of wall and column: There are two connection methods. One is that joint between wall and columns is geared and the length of the salient part of brick does not exceed 5 cm. The other is that two (2) steel bars of 1/4” diameter anchor at every four (4) layers of wall bricks at least 40 cm inside masonry and 12.5 cm inside column with vertical turning of 90° at 10 cm.

Anchor of column to tie beam and ring beam:Four (4) steel bars of column anchored to the foundation. The steel bars bend 90° at 7.5 cm from the bottom of foundation. The bended steel bars are prolonged 25 cm. In case of reinforced tie beam, the steel bars of column and tie beam must be carefully tied by steel wires to ensure an adequate connection between these structural elements. In case of good soil, concrete without reinforcement is used. In the same way, four (4) steel bars of column anchored to reinforced ring beam. The steel bars bend 90° at 2 cm from the top of ring beam. The bended steel bars are prolonged 25 cm measured from the column surface.

Maximum wall area framed with tie beam, column and ring beam is 12.0 m². The maximum height of the wall is 2.4 m.

Minimum covering depth of concrete is 2 cm for walls with finish and 3 cm for walls without finish. In case of foundation, covering depth is 7.5 cm.

Maximum span of columns is 5.0 m in case of 24 cm wide wall. It is 3.5 m in case of 13 cm wide wall.

Minimum length of structural wall is 1.2 m.

Wall joint mortar thickness: Thickness of joint mortar for wall is from 1.0 to 1.5 cm.

Minimum dimension of ring beam is 13 cm wide and 20 cm high, and four (4) steel bars of 3/8”diameter are placed with stirrups of 1/4” diameter. Five (5) stirrups are placed from the connection point with column. First stirrup is placed at 5 cm from the connection point. The other four (4) stirrups beside the first stirrup are placed at 10 cm interval. Another five (5) stirrups are placed from the connection point with the other column as the same case from the connection of the other above mentioned column. At the rest space of ring beam space stirrups are placed at 25 cm interval.

Column has a minimum section of 13 cm wide and 15 cm high, and four (4) steel bars of 3/8”diameter are placed with hoops of 1/4” diameter. Five (5) hoops are placed from the connection point with tie beam. First hoop is placed at 5 cm from the connection point. The other four (4) hoops above the first hoop are placed at 10 cm interval. Another five (5) hoops are placed from the point with ring beam as the same case from the connection of tie beam. At the rest space of column hoops are placed at 25 cm interval. Additionally, two (2) stirrups are placed in joint of column and ring beam at 10 cm interval. Three (3) stirrups are also placed in joint of column and tie beam at 15 cm interval.

Tie beam width is 13 cm or 24 cm according to the width of the wall. The minimum height is 50 cm. Tie beam is reinforced with four (4) steel bars of 3/8” diameter, with stirrups of 1/4” diameter at 20 cm intervals. If the soil is mainly composed of slime and/or sand, the tie beam is needed to be reinforced.

Water is clean and drinkable.

Mixture design for foundation is one (1) portion of Portland cement, ten (10) portions of hormigon, one and half (1.5) portions of clean and drinkable water and three (3) portions of large stones (the size is maximum 10”) Hormigon is composed of gravel and coarse sand directly obtained from quarry place.

e) COVERING

a) c) d)

f)

b)

1.CONNECTION OFSTRUCTURAL MEMBERS

3.

CEMENT COARSESAND

COARSESAND

CRUSHEDSTONE

WATER

CEMENT

RING BEAM

FOUNDATION

20cm

LEVEL OF GROUND LEVEL OF GROUND

LEVEL OF GROUND

LEVEL OF GROUND

60cm

2.4mMAX. HEIGHT

80cm

60cm

CONFINED WALL

IN CASE OFWALLS W/O MORTAR COATING WALLS WITH MORTAR COATING

GEARED CONECTIONCONECTION WITHSTEEL BARS

24cm WIDE WALLIN CASE OF13cm WIDE WALL

1.3 FOUNDATION

2.1 FOUNDATION

2.2 SECTIONS OF REINFORCED CONCRETE MEMBER

2.3 MAXIMUM SPAN

LARGE STONESCEMENT WATER

=

=

COLUMNS, RING BEAMS, LIGHT SLAB

b)

c)

CEMENT COARSESAND

CRUSHEDSTONE

WATER

COLUMN OFCONFINEMENT

COLUMN OFCONFINEMENT

50cm

13cm

15cm

13cm

20cm

13cm

1.0cm to1.5cm

1.0cm to 1.5cm

3cm

3cm

3cm

3cm

50cm

24cm

1.2m

MIN. LENGTH

5.0mMAX.

SPANMAX.

SPAN

3.5m 13c

m24cm

4 BY LAYERS

2cm

2cm

2cm2cm

5cm5cm

C

CC

=C

HORMIGON

3.3 Overlapping of reinforcements:Steel bars of reinforced concrete overlap at least at 40 cm.

40cm

WITH MORTARCOATING

WITH MORTARCOATING

WITH MORTARCOATING

12.0 m²MAX.

WALL AREA

REINFORCEDTIE BEAM

3-A9-1

Appendix 10

POSTER OF PROTOTYPE DRAWINGS FOR SAFER HOUSING

FOR SAFER HOUSINGPROTOTYPE DRAWINGS

S/. 15,400 BONO 6000 + TECHO PROPIO BFHS/. 19,400

TECHO PROPIO BFHS/. 13,400

MUNICIPALITY OF LA TINGUIÑA

BONO 6000S/. 6,000

GEARED CONECTIONCONECTION WITHSTEEL BARS

4 BY LAYERS

5cm5cm

COLUMNS, RING BEAMS, LIGHT SLAB

MINIMUM REQUIREMENTS

CEMENT COARSESAND

CRUSHEDSTONE

WATER

=C

1. QUALITY OF MATERIALS:

2. STRUCTURAL SECTION OF MAIN MEMBERS:

3. CONNECTION OF STRUCTURAL MEMBERS:

REINFORCEDTIE BEAM

FOUNDATION

RING BEAM

COLUMN OFCONFINEMENT COLUMN OF

CONFINEMENT

CONFINED WALL

MUNICIPALITY OF PUEBLO NUEVO

MUNICIPALITY OF INDEPENDENCIA

ICAJSTEP 1

DISSEMINATING

THE BUILDING

P

ERMIT

SYSTEM FOR

S

AFER

HOUSING

STEP 3

PREPARING

THE BUILDING

PERMIT

DOCUMENTSSTEP 2

SELECTING

THE PROTOTYPE

DRAWING FOR

SAFER

HHOUSING

STEP 5

EVALUATINGTHE BUILDING PERMIT DOCUMENTS

STEP 4

RECEIVING

THE BUILDING

PERMIT

DOCUMENTS

STEP 6

ISSUING THEBUILDING PERMIT

STEP 9 DATA

BANKINGFINISHED

HOUSING

STEP 7 WATCHING OVER HOUSINGCONSTRUCTION

STEP 8 INSPECTING

HOUSING CONSTRUCTION

BY MUNICIPALITY

OFFICERS

AUTOMATICALLY APPROVED

URBAN PLANNING

COMPLETEREQUISITE

EVALUATION CRITERIA

WITH WATCHINGOVER MANUAL

DATABANK

WITHOUT WATCHINGOVER MANUAL

WITHOUT MINIMUMREQUIREMENTS

4

57

9

MINIMUMREQUIREMENTS

?

WITH MINIMUMREQUIREMENTS

+

1.

2.

a)

x

x

x

b)c)

a)b)

c)

3.a)

b)c)

d)

3 DRAWINGS

a)b)

X

X

c)d)

2.a)b)c)

3.a)b)c)

BUILDING PERMIT

APPLICATION FORM

1.

AREA DE PISO

PROTOTIPO-1BONO 6000AREA ............

COSTO S/.

SUMINISTRO ELECTRICO

SUMINISTRO DE AGUA

TIPO DE SUELO

BU

EN

OM

AL

O

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

DIS

PO

NIB

LE

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

NO

DIS

PO

NIB

LE

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

TIPO DE TECHO DE ACUERDO A FUTURA AMPLIACION

MATRIZ PARA SELECCIONAR PLANO DE PROTOTIPO

OTHERDRAWINGS

PROTOTYPE DRAWINGS

RECEIVED

+

6

MANUAL OF WATCHINGOVER CONSTRUCTION OF SAFER HOUSING

¡¡ I GOT IT !!

BUILDING PERMITAPPROVED

PROTOTYPE DRAWINGS

PROTOTIPO 1

8

EXCAVATION

4th.

INSP

ECTI

ON

3rd. INSPECTION

2nd. INSPECTION

1st. INSPECTION

TIE BEAM,WALLS

COLUMNS, FLOOR

FINAL

MAN

UAL

OF

S

IMPL

E IN

SPEC

TIO

N

CERTIFICATE

APPROVED

1 MINIMUMREQUIREMENTS FOR SAFER HOUSING

PROTOTYPE DRAWINGS

WATCHING OVER MANUAL

SIMPLEINSPECTION MANUAL

BONO 6000MATRIX 1

TECHO PROPIO BFH BONO 6000 + TECHO PROPIO BFHMATRIX 2 PROTOTYPE

DRAWINGS 2PROTOTYPEDRAWINGS 1

PROTOTYPEDRAWINGS 3

PROTOTYPEDRAWINGS 4

15,400MATRIX 3 MATRIX 4

MUNICIPALITY OF

2

SIMPLEFASTSAFE

AREA DE PISO

PROTOTIPO-1BONO 6000AREA ............

COSTO S/.

SUMINISTRO ELECTRICO

SUMINISTRO DE AGUA

TIPO DE SUELO

BU

EN

OM

AL

O

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

DIS

PON

IBLE

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

TIPO DE TECHO DE ACUERDO A FUTURA AMPLIACION

MATRIZ PARA SELECCIONAR DISEÑO DE PROTOTIPO

AREA DE PISO

PROTOTIPO-1BONO 6000AREA ............

COSTO S/.

SUMINISTRO ELECTRICO

SUMINISTRO DE AGUA

TIPO DE SUELO

BU

EN

OM

AL

O

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

DIS

PON

IBLE

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

TIPO DE TECHO DE ACUERDO A FUTURA AMPLIACION

MATRIZ PARA SELECCIONAR DISEÑO DE PROTOTIPO

AREA DE PISO

PROTOTIPO-1BONO 6000AREA ............

COSTO S/.

SUMINISTRO ELECTRICO

SUMINISTRO DE AGUA

TIPO DE SUELO

BU

EN

OM

AL

O

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

DIS

PON

IBLE

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

TIPO DE TECHO DE ACUERDO A FUTURA AMPLIACION

MATRIZ PARA SELECCIONAR DISEÑO DE PROTOTIPO

AREA DE PISO

PROTOTIPO-1BONO 6000AREA ............

COSTO S/.

SUMINISTRO ELECTRICO

SUMINISTRO DE AGUA

TIPO DE SUELO

BU

EN

OM

AL

O

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

DIS

PON

IBLE

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

CALIFICA

CALIFICA

NO

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

DIS

PON

IBLE

NO

DIS

PON

IBLE

NO

DIS

PO

NIB

LE

DIS

PO

NIB

LE

TIPO DE TECHO DE ACUERDO A FUTURA AMPLIACION

MATRIZ PARA SELECCIONAR DISEÑO DE PROTOTIPO

MUNICIPALIDAD DE

PLANTA 23.00

6.00

2.00

PLANTA 33.00

6.00

2.00

PLANTA 43.00

6.00

2.00

PLANTA 1

3.00

6.00

APPROVAL TAKES LONGER

CADASTRE UPDATE

USEFUL DATA OF BUILDING

PERMIT FORSAFER HOUSING

BUILDING PERMITSYSTEM FOR SAFER HOUSING

FIRST FLOOR PLANT FIRST FLOOR PLANT

FRONTAL ELEVATION FRONTAL ELEVATION

LEFT ELEVATION

ROOM 1 DINING LIVING

ROOM 1

POSTERIOR ELEVATION

FIRST FLOOR PLANT

FRONTAL ELEVATION

DINING LIVINGROOM 1

KITCHEN

POSTERIOR ELEVATION

FIRST FLOOR PLANT

FRONTAL ELEVATION

DINING LIVING ROOM 1

ROOM 2

KITCHEN

POSTERIOR ELEVATION

3-A10-1