HONORARIOS DEL ARQUITECTO-LEGISLACIÓN

7/25/2019 HONORARIOS DEL ARQUITECTO-LEGISLACIN

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INTEGRACASTRO PILAR - JOS JIBAJA LLIVIGAAY MARA MACIAS JONATHAN - MACKAY ADR

7MO SEMESTRE GDOCENTE: ABG. LUCRECIA BE

LEGISLACIARANCELESDEHONORARIOSDELAR!UITECTOYSUJECI

PROYECTOALASNORMASCONSTRUC

" #$1%


2/30

1 Contenido

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#.1 D*3()4(..............................................................................................................2

#.# E(,', *()'&5','...............................................................................................2

#.6 D**&(')4( ,* "+ H(&'&+.........................................................................8

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#.6.#GRUPO #. D+*; < P&*&+'+ ( )?&*(,,'+ *( "+ (0*&'"*+

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#.6.7GRUPO 7. E@*&)) *( &*"')4( ,* ,*?*(,*()'...................................................12

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#.2 G*(*&'",',*+....................................................................................................18

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2 R*3*&*()'+............................................................................................................61


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2 Aranceles de Honorarios del Arquitecto

2.1 Definicin

E" '&'()*" *+ "' '&3' 3)'" *+'"*),' ?'&' &*0(*&'& ' )*&+ ?&3*+('"*+ RAE

#$1% *+ ,*)& *" /0* 3@' "+ (&'&+ (+ /0* ,**( )&'& "+ A&/0*)+ ?&

*" E@*&)) ,* +0 ?&3*+4(.

L+ (&'&+ )(+0'"& )(

+0@*)4( ' "+ ?&()?+ ,* 50'",', ?&?&)('",', < 5*(*&'",',.

2.3 Determinacin de los Honorarios

S*5( C"*5 N')('" ,* A&/0*)+ ,*" E)0',& #$11 "'+ ')>,',*+ 3&'+ ,*"

E@*&)) P&3*+('" ,*" A&/0*) @* ,*" ?&*+*(* A&'()*" +* "'+ )"'+3)'( *( "+

+50*(*+ 5&0?+:

#.6.1 GRUP 1. Estudios

Preliminares o de Pre!

"acti#ilidad

S( 3&'+ ,* &''@ /0* +* &*3*&*( ' "' P&*+')4( ,* S*&>)+ P&3*+('"*+

*(,*(*+ ' +"0)('& *'+ &*"')(',+ )( "' A&/0*)0&' < *" U&'(+

*( "+ (>*"*+ ,* "' (>*+5')4( '(F"++ ,'5(4+) ?&?0*+'+

?&*3')",', 3')",', < &+.


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Tabla 1

A$%&'( H)RAR&( $*)&$('. Estudios 'erritoriales.

. Estudios Ur#an+sticos.). Estudios Arquitectnicos.,. Estudios de (istemas

Constructi,os - de $ateriales.*. tros inerentes a su formacin

acad/mica.

D**&(',+ ,* )( ')0*&, *(&*

"'+ ?'&*+


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Tabla 3


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Tabla 4


8/30

Tabla 5


9/30


10/30

#.6.6

GRUP 3. Direccin

Arquitectnica

C(++* *( "' ')>,', /0* &*'"=' *" A&/0*) ,0&'(* "' )(+&0))4(

)&,('(, )( *" */0? )() < ',(+&'> *( "' (*&?&*')4( )&&*)'

,* "+ ?"'(+ )0,'(, /0* "+ ++ +* *@*)0*( ,* ')0*&, )( "+ ,+*;+

+0(+&',+ ?'&' "' )(+&0))4( ,* "' &' *+'"*)*(, < '0&='(, ,*

+*& *" )'+ "'+ ,3)')(*+ /0* +* ?&*+*(*( *( "' +'.

L+ H(&'&+ (+ *+'"*),+ +( "/0,'"*+ &*'@0+'"*+ < +* ?'5'&F(

,* ')0*&, '" )+ &*'" 3('" ,* "' &' )()"0,' ,+ "+ ?'5+ *3*)0',+

?& )()*? ,* D&*))4( A&/0*)4()' +* )(+,*&'( ) )'(,',*+

'(','+ '" (&'& ,*(,+* )'()*"'& '" '&/0*) "'+ ,3*&*()'+ /0*

0*&*( ' +0 3'>&.

Tabla 6


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#.6.2 GRUP . Construccin

E+ "' *@*)0)4( ,* "' &' &*'"=')4( )(+&0))4( ,* 0( ?&*()(*+ +"'&*+.

L' ')>,', ,* "' )(+&0))4( ?,&F +*& ,*+'&&""',' ?& *" A&/0*) '@ "'+

+50*(*+ ,'",',*+:

Tabla 7

$DA&DADE( H)RAR&( $*)&$(a. Direccin '/cnica

Asecto t/cnico!constructi,o4


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dando cumlimiento a las normas

de construccin4 lanos4

esecificaciones t/cnicas4 calidad

de materiales otimi5ando elroceso constructi,o4 en todas -

cada una de las etaas de una

construccin.

8 ,*" C+ T'" ')0'"=', ,* "'

&'.

#. Administracin de Construccin

timi5ar la organi5acin - control

econmico en el roceso de

construccin de la o#ra.

8 ,*" C+ T'" ')0'"=', ,* "'

&'.

c. Direccin '/cnica - Administracin

de Construccin 6'/cnica -

Administrati,a7

11 ,*" C+ T'" ')0'"=', ,* "'

&'.

#.6.8 GRUP 8. "iscali5acin

Tabla 8

"&(CA&9AC&:) H)RAR& $*)&$C(++* *( >5"'()' < )(&" '"

?&)*+ ,* *@*)0)4( ,*" @* ,*"

)(&' '( ,* +0 )'",', )'(,',

*?+ < )++.

2 ,*" C+ T'" ')0'"=', ,* "'

&'.

#.6.% GRUP ;. Acti,idades

Profesionales Di,ersasno comrendidas en los

numerales anteriores.

Tabla 9

AC'&


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a. Consultas en la ficina

Es la accin de emitir ,er#almente o

or escrito un criterio en las distintas

acti,idades del e=ercicio rofesional.

#$.$$

#. A,al>os

Acti,idad que se reali5a ara

esta#lecer el recio o costo de una

o#ra u o#=eto4 considerando asectos

cuantitati,os - cualitati,os.

# 1$$$ ,*" )+ '>'"0', ,* "'

&' 0 @* ( ()"0'('*(.

d. e,antamiento Plan+metrico

Consiste en determinar las medidas4

suerficie - caracter+sticas generales

de un redio4 inmue#les o

construccin4 ara esta#lecer sucalidad - recio.

8 1$$$ ,*" )+ '>'"0',.

e. E?@menes e informes de lanos -

documentos t/cnicos

Es el an@lisis so#re documentos

t/cnicos e?istentes4 -a ela#orados4

so#re cu-a calidad - costo se quiere

tener un criterio.

1 1$$ ,*" )+ ,*" @* '('"=',.

f. Asesor+a - E,aluacin dePro-ectos

Consiste en el aorte t/cnico que

#rinda el rofesional a un cliente4 otro

rofesional o institucin4 so#re un

tema de su eseciali5acin4 ara

8 1$$ ,*" )+ ,*" H(&'& ,*

P"'(3)')4(.


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lograr otimi5ar los resultados de un

determinado ro-ecto.g. Programacin

Prearacin - ordenamiento del

roceso de una acti,idad en funcin

de los recursos econmicos4 t/cnicos

- de tiemo. (e alica generalmente a

la rogramacin de un ro-ecto o de

la construccin de una o#ra.

1 1$$ ,*" )+ ,* "' &' ?&'"& ' )&'&+* ?& &*'@0+*.

#.6.7 GRUP B. E=ercicio en

relacin de deendencia.

Tabla 10

EERC&C& E) REAC&) DE

DEPE)C&A

H)RAR& $*)&$

P&*+')4( ,* +*&>)+ ?&3*+('"*+ ,*

0( A&/0*) /0* &*)* 0( +0*",

&*0(*&')4( *( &*"')4( ,*

,*?*(,*()' ,* 0(' (+0)4( ?")'

?&>',' ,)*(*.

S0*", ( ?&3*+('" *+'&F 3@',

?& " *+'"*), *( "' L*


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#.6. GRUP . Actuacin de

concursos.

AC'UAC&:) DE ARU&'EC' E)C)CUR((

H)RAR& $*)&$

E+ "' ')>,', ) )()0&+'(* @0&',

'+*+& )(+0"& /0* &*'"=' *"

A&/0*) ,0&'(* *" ?&)*+ ,* 0(

C()0&+ '0+?)', ?& *" CAE ?&

)0'"*+/0*& *(,', ?")' ?&>','.

E+'&F( (&',+ ?& " /0* ,+?(* *"

R*5"'*( N')('" ,* C()0&++

'0+?)', ?& *" CAE ?& " /0*

"&**(* +* 3@*( *( *" )()0&+ /0* (

?,&F( +*& *(&*+ ' "+ *+'"*),+

*( ,) R*5"'*(.

2. Generalidades1. !0* "+ onorarios m+nimos/0* ,**( ?*&)& "+ '&/0*)+ *( "&* *@*&))

,* +0 ?&3*+4( ,**( +*& fi=ados de acuerdo al Reglamento )acional de

Aranceles ,* )(3&,', ' "' L*< ,* E@*&)) P&3*+('" ,* "' A&/0*)0&' < '"

'&)0" 6# ,* +0 R*5"'*( G*(*&'" ?0")', *( *" R*5+& O3)'" N. 117 ,*"

#7 ,* E(*& ,* 17.#. E" ?&*+*(* '&'()*" *+ o#ligatorio?'&' todos los arquitectos sea o no afiliado a

alg>n Colegio Pro,incial.

6. E" A&/0*) ?0*,* demandar una ma-oracin del Honorario M( ,*')0*&, ' "'+ circunstancias eseciales ,*" &''@ ?&3*+('" ' "

*()*(,',. P&


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2. E" A&/0*) *+'&F 3')0"', ?'&' &*'"='& "' ')>,', ,* "iscali5ador +*?&* *()4( ,*" ?&3*+('" ?,&F ?")'& "' acumulacin de dos o m@s

onorarios ?0*+ *++ ,*?*(,*&F( ,*" &''@ /0* *@*)0*.

%. (usensin del contrato or >"0(', ,*"Contratante *" ?&3*+('" &*)&F 0('indemni5acin del 28F corresondiente a los tra#a=os susendidos.

7. C0'(, *( 0(' &' 0*&* m@s de un Contratista General *" Arquitecto

reci#ir@0( 6$ F+ +&* *" (&'& de Direccin Arquitectnica.. C0'(, los tra#a=os se reali5aren fuera del domicilio ci,il del Arquitecto

*(*(, *( )0*(' "' @0&+,))4( )'(('" el Honorario incrementara asta un

2F4F+ *" &*)()*( ,* "+ 5'++ ,* >"=')4( < *+','.. C0'(, *" A&/0*) 0>*&* /0* *@*)0'& "' D&*))4( A&/0*)4()' ,* 0(' &'

+( +*& '0& ,*" ?&


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6.#.1 Requisitos generales de

dise0o eligro s+smico4

esectros de dise0o -

requisitos m+nimos de

c@lculos ara dise0o

sismo!resistente.

L' '*()4( ,*" ?&*+*(* )4,5 *+ )0?"& )( "+ &*/0++ *+'"*),+:

P&*>*(& D';+ *( *"**(+ ( *+&0)0&'"*+ < *+&0)0&'"*+ '(* *&&*+

?*/0*;+ < 3&*)0*(*+. P&*>*(& ,';+ *+&0)0&'"*+ 5&'>*+ < )(&"'& ,';+ ( *+&0)0&'"*+ '(*

*&&*+ ,*&',+ < ?)+ 3&*)0*(*+ /0* ?0*,*( )0&&& ,0&'(* "' >,'

" ,* "' *+&0)0&'. E>'& *" )"'?+ '(* *&&*+ +*>*&+ /0* ?0*,'( )0&&& &'&'+ >*)*+.

CAP*'U 1.

6.#.# Requisitos de dise0o del

ormign armado

Requisitos generales

3.2.2.1 #=eti,o

1.1.1 *+' ?'&* ?&?&)(' "+ &*/0++ (+ ?'&' *" ,+*; < "' )(+&0))4(

,* *"**(+ *+&0)0&'"*+ ,* &54( '&', ,* )0'"/0*& *+&0)0&' )(+&0,'

'@ "+ &*/0++ ,*" )4,5 *)0'&'( ,* "' )(+&0))4(.1.1.# *+' ?'&* ,*" )4,5 *(,&F ?&&,', *( ,+ "+ *'+ &*"'>+ '" ,+*; +

'" ,+*; )(+&0))4( < ?&?*,',*+ ,* "+ '*&'"*+ )0'(, *+( *( )(3")


18/30

)( "+ &*/0++ )(*(,+ *( &'+ *+?*)3)')(*+ ?&F))'+ &*)*(,','+ '

"'+ )0'"*+ +* ')* &*3*&*()' *( *" +.1.1.2 ?'&' *+&0)0&'+ *+?*)'"*+: '&)+ '(/0*+ ,*?4++ *"*>',&*+ ,* 5&'(+

*+&0)0&'+ /0* ,*'( &*++& *?"+(*+ < )*(*'+ "'+ ,+?+)(*+ ,* *+'

?'&* ,*" )4,5 &*5&F( )0'(, +*'( '?")'"*+.1.1.8 *+* &*5"'*( ( &5* *( " &*"')(', )( *" ,+*; * (+'"')4( ,*

+*5*(+ ,* ?"*+ ,* &54( < ,* ?"'+ 30(,,'+ *( &' * ()','+ *( *"

*&&*(.1.1.% *" *?"* ,* &54( +?"* ?'&' *"**(+ *+&0)0&'"*+ ,** ""*>'&+* '

)' ,* ')0*&, )( "' (&' '+ Q0",(5 ),* &*/0&**(+ 3& +&0)0&'" ?"'(

)()&**Q ')61 1.1.1.7 ,+?+)(*+ *+?*)'"*+ ?'&' ?&?&)('& &*++*()' ' "+ +++. 1.1.7.1

?'&' *" ,+*; ++-&*++*(* +* '?")'&F( "'+ ,+?+)(*+ )(*(,'+ *( *")'?0" #1.1.1. "'+ *+?*)3)')(*+ < ?&F))'+ &*)*(,','+ ,* &'+ (&'+ /0* ( +(

,*" INEN ' "'+ )0'"*+ +* ')* &*3*&*()' *( *+' ?'&* ,*" )4,5 +*&F( >F",'+

'+' )0'(, *" INEN *"'&* +0+ */0>'"*(*+.

3.2.2.2 Permisos - lanos

1.#.1 "'+ )?'+ ,* "+ ?"'(+ *+&0)0&'"*+ ,*'""*+ ?)+ < *+?*)3)')(*+ ?'&',' )(+&0))4( ,* &54( '&', ,**&F( ""*>'& "' 3&' ,*" (5*(*&

&*+?(+'"* ,*" ,+*; < +* '&)>'&F( *( *" ,*?'&'*( ,* )(+&0))(*+ ,*

"+ 0()?+ ) ,)0*( ?*&'(*(* '(*+ ,* /0* +* *?,' *" ?*&+

?'&' )(+&0&. *++ ?"'(+ ,*'""*+ < *+?*)3)')(*+ ,**&F( (,)'&:' (&* < 3*)' ,* ?0")')4( ,* "'+ ?'&*+ ,*" )4,5 *)0'&'( ,* "'

)(+&0))4( )( "+ )0'"*+ +* = *" ,+*; )'&5' >>' < &'+ )'&5'+ 0"=','+ *( *" ,+*;.) &*++*()' ' "' )?&*+4( *+?*)3)',' ,*" &54( ' *,',*+ *'?'+

+*;'"','+ ,* )(+&0))4( ?'&' "'+ /0* +* ,+*;' )',' ?'&* ,* "' *+&0)0&'., &*++*()' *+?*)3)',' 5&', ,*" &*30*&=.* ''; < ?+)4( ,* ,+ "+ *"**(+ *+&0)0&'"*+ < ,*" &*30*&=.3 ?&*)'0)(*+ )(&' )'+ *( "'+ ,*(+(*+ ?&,0),+ ?& 3"0*()'

)(&'')4( < *?*&'0&'.5 '5(0, < ")'"=')4( ,* "'+ 30*&='+ ,* ?&**+30*&=. ? < 0)')4( ,* "+ *?'"*+ ,*" &*30*&=.


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1.#.# *" (5*(*& )'")0"+' &*+?(+'"* ,*" ?&


20/30

6.6.6 Agua

6.2.1 *" '50' *?"*',' *( *" *=)"', ,*" &54( ,**&F +*& "?' < *+'& "&*

,* )'(,',*+ ?*&@0,)'"*+ ,* ')**+ F),+ F")'"+ +'"*+ '*&' &5F()' 0

&'+ +0+'()'+ /0* ?0*,'( +*& ()>'+ ?'&' *" &54( *" &*30*&=.

6.2.6 ( ,**&F 0"='&+* '50' ( ?'"* *( *" &54( ' *(+ /0* +* )0?"')( "'+ +50*(*+ )(,)(*+

6.6.2 Acero de refuer5o

6.8.1 *" &*30*&= ,** +*& )( &*+'"*+ *)*? ?'&' *+?&'"*+ )'"*+ *( "+

)0'"*+ +* ?0*,* 0"='& &*30*&= "+. *" &*30*&= /0* )(++* *( ')*& *+&0)0&'"

*( 0+ ,* ')*& ?0*,* 0"='&+* ,* ')0*&, )( "'+ *+?*)3)')(*+ ,* *+*

)4,5.

CAP*'U .

3. An@lisis - dise0o consideraciones generales

6.2.1 $/todos de dise0o

.1.1 *( *" ,+*; ,* *+&0)0&'+ ,* &54( '&', "+ *"**(+ ,**(

?&?&)('&+* ?'&' 0(' &*++*()' ',*)0',' ,* ')0*&, )( "'+ ,+?+)(*+ ,*

*+' ?'&* ,*" )4,5 0"='(, 3')&*+ ,* )'&5' < 3')&*+ ,* &*,0))4( ,*

&*++*()' 3 *+?*)3)')(*+ *( *" )'?0" .

6.2.# Cargas

.#.1 "'+ ,+?+)(*+ ,* ,+*; ,* *+' ?'&* ,*" )4,5 +( ',*)0','+ ?'&'

)'&5'+ >>'+ ,* >*( < ,* ++ < +* '+'( *( "' +0?+)4( ,* /0* "'+

*+&0)0&'+ ,**( ,+*;'&+* ?'&' &*++& ,'+ "'+ )'&5'+ '?")'"*+..#.6 *( *" ,+*; ?'&' )'&5'+ ?& >*( < ++)' "'+ ?'&*+ (*5&'(*+ ,* "'

*+&0)0&' ,**( ,+*;'&+* ?'&' &*++& "'+ )'&5'+ "'*&'"*+ '"*+. *( *" )'?0"

#1 ,* *+' ?'&* ,*" )4,5 +* ,'( ,+?+)(*+ *+?*)'"*+ ?'&' *" ,+*; ++-

&*++*(*.


21/30

6.2.6 $/todo de an@lisis

.6.# *)*? ?'&' &54( ?&*-*+3&=', +* ?0*,*( *?"*'& ,+

'?&',+ ,* '(F"++ ,* ?4&)+ ?'&' *,3)+ ,* "+ ?+ 0+0'"*+ ,*

)(+&0))4( "0)*+ < '"0&' ,* *(&*?++.

6.2.2 Administracin4 control -

9onificacin

3...1 Caitulo &. Disosiciones Generales

1. @*#. '")'()*6. &*?'&')(*+ ,3)')(*+ < '0*(+2. '*&'"*+ < ,+ ,* )(+&0))4( ( *+?*)3)',+

3...2 Caitulo ii. rgani5acin - o#ligatoriedad

8. ,&*))4( ,* &'+ ?")'+ 0()?'"*+

%. (3&*+7. *(+''",*= ,*" ?*&+1. (*& ,* (+?*))(*+#$. +0+?*(+4( ,* ?*&++#1. )0?')4( ,* 0( *,3)


22/30

##. ,+?+)(*+ )?"**('&'+

3.8 $ateriales

8.1 ladrillos8.1.1 ' *(+ /0* "'+ *+?*)3)')(*+ )()'+ (,/0*( &' )+' "+ "',&""+

)*&F)+ ,**( )0?"& "'+ )(,)(*+ 5*(*&'"*+ < &*/0++ ,* "'+ (* (*( #6 + )

F),+ F")'"+ +'"*+ < '*&'+ &5F()'+.%. )(+,*&')(*+ ,* ,+*;%.1 +*"*))4( ,* "',&""+%.# +*"*))4( ,* &*&+%.6 ?+ ,* '?'&*@+ < +0+ ?+",',*+

B. Almacenamiento - mane=o de materiales


23/30

7.1 "+ "',&""+ ( ,**( +*& '&&@',+ ,*+)0,','*(* *( *" + ,* "' &'. ,**(

+*& )")',+ *( "','+ &*50"'&*+ )(3&* +* >'( ,*+)'&5'(, ?'&' &*,0)& '"

( &0&'+ < ,*+)()',+.

7.#)**(

*" )**( ,** '"')*('&+* +&* *" (>*" ,*" *&&*( *( )*&=+ ?*&3*)'*(*

+*)+ < ?&*5,+ )(&' "' 0*,',. ( +* ,**( +0?*&?(*& F+ ,* ) +')+

)**( *( '"0&'.

. Prearacin del terreno

.1 5*(*&'"*(* *" + ,** *+'& "? ,* &')*+ >*5*'"*+ )(*+ ,* F&"*+

*). '(*+ ,* &'='& "+ *@*+ ,*" *,3).

1. Prearacin de los ladrillos

1$.1 "+ "',&""+ ,**( &*@'&+* *( '50' '(*+ ,* +0 0+ ?& 0( ?*&, ,* *?

/0* ?*&' "' ?*(*&')4( ,* +' *( , +0 (*&&. *" &*@ ,* "+ "',&""+ +&>*

?'&' &*>*& '*&'+ *&';'+ '&*(' < ?"> ,* )',' "',&"".

',*F+ ?,* "' +0))4( ,*" '50' ,*" &*& *, ?& )0'( ,* & ,

*+* &*& +* ?0*,* +*)'& ,*'+', ?&( < ,*+*(0='&+* '(*+ ,* ',/0&&

&*++*()'.

1$.# )0'(, "+ "',&""+ +* &*@'( ,**( &*&'&+* ,*" '(/0* ,* '50' 0( *?

'(*+ ,* +0 0+ ?'&' /0* '" *( ,* 0+'&+* '


24/30

11. Colocacin de los ladrillos

11.1 5*(*&'",',*+

11.1.1 "+ "',&""+ ,**( )")'&+* +&* 0(' )'?' )((0' ,* &*&. )0'(, +*

)")'( "+ "',&""+ ,**( )?&&+* "5*&'*(* ?'&' /0* *" &*& ?0*,'

?*(*&'& *( ,+ "+ ?&+ ,* "' +0?*&3)* ,*" "',&"" ?'&' '+*50&'& "' ',*&*()'

'?&?','. "'+ @0('+ )&0=','+ < "'+ @0('+ ,*" 0& ,**( ""*('&+* < )0&&+* )(

&*& ,* , /0* ( /0*,* ((5( *+?') 0*). "'+ @0('+ )&&*)'*(*

&*""*('+ '+*50&'( "' F' &*++*()' * ?,*( "' ?*(*&')4( ,* 0*,',

12. &nseccin

1#.1 5*(*&'",',*+

*" @* ,* "' (+?*))4( ,*" &''@ ,* '?+*&' ,* "',&"" *+ *" ,* '+*50&'&

&*(,*( +'+3')& < )(+*50& /0* ,' "' ?&F))' &*)*(,',' ,* '( &'

+* '?"/0* *( )',' *'?'. ) ( +* ?0*,* )()*& "' &*++*()' *')' ,* "'

'?+*&' *+ (*)*+'&' 0(' *+&)' +0?*&>+4( ,*" &''@. "' &*++*()' ,*

'?+*&' ,*?*(,* ,* "' &*++*()' (,>,0'" ,* )',' "',&"" ,* "' &*++*()'

&*& ,*" '?'&*@ < ,* "' *@*)0)4( &''@.

3.; Proteccin contra &ncendio

6.%.1 Alcance del reglamento

'&. 1. "'+ ,+?+)(*+ ,*" &*5"'*( ,* ?&*>*()4( ,* ()*(,+ +*&F( '?")','+ *(

*" *&&& (')('" < &*5&F( ?'&' "+ ?&) ?") /0* &*?&*+*(* &*+5 ,*

()*(, < +*' (*)*+'&' "' (*&>*()4( ,*" )0*&? ,* *&+


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6.%.# Control - resonsa#ilidad

'&. 2. ,' ?*&+(' ('0&'" < @0&,)' ?&?*'&' 0+0'&' *( ,'+ "'+ ')>,',*+

+)*)(4)'+ < *( ,+ "+ *,3)+ *+*(*+ /0* >'*()4( ,*()*(,+ *( 0( *,3) ?&?&)('( "' &*++*()' (*)*+'&' ' 0( ()*(, < &*+&(5

'))*+",', ' "+ *,3)+

'&. . , *,3) ,+?(,&F ,* '" *(+ 0(' 3')',' '))*+"* ' (5&*+ ,* "+

>*)0"+ ,*" )0*&? ,* *&+ *(*(,(,+* ) '))*+",', ' "' ""*5',' *)0"+ ' 0(' ,+'()' ,* *&+ "&*+ ,* +F)0"+.

'&. 1$. )0'(, *" *,3) +*' ,* F+ ,* 2 ?++ ,**&F ,+?(*& ,* )'+ ,* ()*(,

0)','+ '" ?* ,* "' *,3)')4( < +*5( "'+ *5*()'+ /0* ?'&' *" )'+ ,**&(* *"

)0*&? ,* *&+.

)'&')*&+)'+ ,* "'+ >'+ ,* *>')0')4(

'&. 1#. "'+ >'+ ,* *>')0')4( ) F&*'+ ,* )&)0"')4( )0('" ?'+"" < 5&','+

,**&F( )(+&0&+* )( '*&'"*+ ()0+"*+ '( *( *+&0)0&' ?'&*,*+ ?++ ')0')4( ,*


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5&'( "(50, ,**&F( ,>,&+* *( &'+ ,* #8 *&+ < 0"='&F( ?0*&'+

&*++*(*+ '" 30*5 ?& 0( ?*&, ( *(& ,* 28 (0+.'&. 17. + *( "' >' ,* *>')0')4( 0*&* &'+ )( ,*+(>*" "'+ 5&','+ (

,**( +*& ,* *(+ ,* 6 )(&'0*""'+ +* &*)*(,' *" 0+ ,* &'?'+ )(

?*(,*(* (3*&& '"1$.#. escaleras

'&. #1. ,' *+)'"*&' )(+,*&',' ) >' ,* *>')0')4( *+'&F ?&>+' ,*

"0(')4( ,* **&5*()' < ?0*&'+ )&' 30*5+ )0*('('+ ( &3)+ ' *)*?)4( ,* "'+ ?0*&'+

/0* +*&F( ,* *&& ,* &*++*()' '" 30*5 ,* ?& " *(+ 1#$ (0+ < )(+03)*(* "50&' ?'&' /0* ( +* &'* )( "' ,"'')4( ?&,0),' ?& *" )'"&.

3. Dise0o de instalaciones sanitarias

6..1 Disosiciones

esec+ficas

3..1.1 Per+odo de dise0o

2.1.1 "'+ &'+ )>"*+ ,* "+ ++*'+ ,* '50' ?'"* ,+?+)4( ,* &*+,0+

"/0,+ +* ,+*;'&F( ?'&' 0( ?*&, ,* #$ ';+.

6..# Po#lacin de dise0o

2.#.1 "' ?"')4( ,* ,+*; +* )'")0"'&F ' '+* ,* "' ?"')4( ?&*+*(* ,**&(','

*,'(* 0( &*)0*( ?"')('".2.#.# *( 30()4( ,* "'+ )'&')*&+)'+ ,* )',' )0(,', +* ,**&('&F "' ?"')4(

3"'(* < "' (3"0*()' ,* *+' *( *" ++*' ' ,+*;'&+*.2.#.2 ?'&' *" )F")0" ,* "' '+' ,* )&*)*( ?"')('" +* '&F( ) '+* "+

,'+ *+',+)+ ?&?&)(',+ ?& "+ )*(++ (')('"*+ < &*)0*(+ +'('&+.' 3'"' ,* ,'+ +* ',?'&F ?'&' "' ?&


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C'?')(*+ ,* 30*(*+ +0?*&3)'"*+' (3&')4( F+)'- ?"'( ?5&F3) ,*" +*)&.- (>*"*+ F < ( ,* "' 30*(*.- *+0,+ ,* +0*"+ *( *" +*)&.- ,'+ +&* ')'&&* ,* '*&'" +4", < 3"'(* ,* "' 30*(*- ")'"=')4( ,* "'+ ?+"*+ 30*(*+ ,* )('(')4( )&*&+ ,* ,+*;- *( )0&++ ,* '50' )( ?) &'(+?&* ,* +4",+ < '@'+ ?*(,*(*+ +* ?,&F(

0"='& )'?')(*+ ")'"=','+ *( 3&' ?*&?*(,)0"'& ' +*(, ,* 3"0@. - *( )0&++

,* '50' ,* 5&'( ?*(,*(* < )( &'(+?&* ,* +4",+ +( ',*)0','+ "'+ )'?')(*+"'*&'"*+.- )0'(, "' )&&*(* '&&'+&' 0)+ +4",+ *+ ?&)*,*(* )(+,*&'& ,*+&?',&*+

,* 0(' )0&>' ,* "' )&&*(*.

3.I Cdigo de ordenan5as de ur#ani5acin - loti5acin

6..1 Disosiciones generales

2.1 ,* ')0*&, ' "' "*+4( ,*" *&&*( '+

) "' *('@*(')4( ,* "+ "*+ &*+0"'(*+ +( *" )()*( < "' '?&')4( ,* "'

'0&,', 0()?'" )&&*+?(,*(*.2.# , ?&)+ ?")+ < )0('"*+ *+*(*+ ,* '+*50&'& "' ?&>+4( ,* *++


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+*&>)+ *,'(* "+ &''@+ (*)*+'&+ '@ "' +0?*&>+4( ,* "' '0&,',

)?**(*. + "' '0&,', )?**(* )(+,*&' /0* ( '< +*50&,', ,* "' ?&>+4(

,* "+ +*&>)+ ?")+ < )0('"*+ ( '0&='&F "'+ &'+ ( "' *('@*(')4( ,* "+

"*+ ,* "' 0&'(=')4(.

2.8 ?'&' "+ 3(*+ ,* *+* )4,5 "' ,*+*&')4( ,* 0(' ?'&* ,*" F&*' ,* 0( ?&*,,** )(+,*&'&+* ) "' +0,>+4( ,* ,) ?&*,

3.1 )ormas Ecuatorianas de la Construccin

P&>,'+ ?& "' +0+*)&*'&' ,* HF' < A+*('*(+ H0'(+ ,*"

M(+*& ,* D*+'&&"" U&'( < V>*(,' MIDUVI *(* ) @*>

?&()?'" "' ')0'"=')4( ,*" )4,5 *)0'&'( ,* "' )(+&0))4( #$$1 )(

"' 3('",', ,* &*50"'& "+ ?&)*++ /0* ?*&'( )0?"& )( "'+ *5*()'+

F+)'+ ,* +*50&,', < )'",', *( , ? ,* *,3)')(*+ ) )(+*)0*()'

,* "'+ )'&')*&+)'+ ,*" ?&"0)&',+

6.1$.1 Ca+tulos de )EC

L+ )'?0"+ ,*" NEC +* )"'+3)'( *( &*+ *@*+

(eguridad estructural de las edificaciones Ha#ita#ilidad - (alud4 #asadas en la funcionalidad de las edificaciones Distri#ucin de (er,icios %@sicos


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E" M(+*& ,* D*+'&&"" U&'( < V>*(,' *,'(* A)0*&, M(+*&'" N. $$#

,*" 1 ,* '5+ ,*" #$12 ,+?0+ "' 3)'"=')4( ,* "+ +50*(*+ +*+ )'?0"+ ,* "'

(&' E)0'&'(' ,*" C(+&0))4( NEC.

1. C'&5'+ ( ++)'+#. D+*; S+ &*++*(*6. E+&0)0&'+ ,* H&54( A&',2. G**)(' < C*(')(*+8. M'?+*&' E+&0)0&'"%. R*'"')4( S+)'+ E+&0)0&'+

3.1.1.1 )EC CARGA( 6no s+smicas7

C(*?"' "+ 3')&*+ ,* )'&5'+ ( ++)'+ /0* ,**( )(+,*&'&+* ?'&' *"

)F")0" *+&0)0&'" ,* "'+ *,3)')(*+: )'&5'+ ?*&'(*(*+ )'&5'+ >'&'"*+ )'&5'+

')),*('"*+ < )(')(*+ ,* )'&5'+.

3.1.1.2 )EC CARGA( (&($&CA( Dise0o (ismo Resistente

C(*(* "+ &*/0*&*(+ )()+ < "'+ *,"5'+ /0* ,**( +*&

'?")','+ ?'&' *" ,+*; ++ &*++*(* ,* "'+ *,3)')(*+ *+'"*)(,+* )

0( )(@0( ,* *+?*)3)')(*+ F+)'+ < ('+ ',*)0','+ ?'&' *" )F")0" < *"

,*(+('*( ,* "'+ *+&0)0&'+ /0* +* *()0*(&'( +0@*'+ ' "+ *3*)+ ,* +++*( '"5( *( ,* +0 >,' ".

3.1.1.3 )EC estructuras de Hormign Armado

C(*?"' *" '(F"++ < *" ,*(+('*( ,* "+ *"**(+ *+&0)0&'"*+ ,*

&5+ '&', ?'&' *,3)')(*+ *( )0?"*( )( "'+ *+?*)3)')(*+ )()'+

,* (&'>' (')('" * (*&(')('".

3.1.1. )EC Estructuras de $amoster+a Estructural

C(*?"' )&*&+ < &*/0++ (+ ?'&' *" +0*; < "' )(+&0))4( ,*

*+&0)0&'+ ,* '?+*&' *+&0)0&'" ?'&' "5&'& 0( )?&'*( '?&?', '@

)(,)(*+ ,* )'&5' >*&)'" ?*&'(*(* &'(+&' '@ )(,)(*+ ,* 30*&='+

"'*&'"*+ < '@ *+',+ )'+('"*+ ,* 30*&='+ '?)'+.


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3.1.1.8 )EC Geotecnia - Dise0o de Cimentaciones

C(*?"' )&*&+ F+)+ ' 0"='&+* *( "+ *+0,+ 5*)()+ ?'&'

*,3)')(*+ '+F(,+* *( "' (>*+5')4( ,*" +0+0*" "' 5*&3"5' ,*" +

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