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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
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