Calculo Caronoco Victor Medina CASA GRANDE (1)

8/20/2019 Calculo Caronoco Victor Medina CASA GRANDE (1)

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REGULACION DE VARIABLES URBANAS DENOMINACION O No 1 2CODIGO 1OE 1OE

CORRELATIVO 1 2FACTURA No

FECHA DE ELABORACION 11/1/2008 10/3/2003

ORDEN DE SERVICIO

OBJETO VIVIENDA PRINCIPALDIRECCION UD-200 CARONOCO CALLE LOS APAMATES PARCELA 4-4-29. PPROYECTO No 4 0004384!MONTO ORIGINAL

ANTICIPO CONTRACTUALRETENCION DE FIEL CUMPLIMINENTO 0.00RETENCIÓN LABORAL

PAR

NOMBRECONTRATANTE VICTOR D. MEDINA S.CONTRATISTA D#D CONSTRUMA$, C.A.

RESPONSABLES

NOMBREING. RESIDENTE %OR&E LUIS HERRERA

VECINOS

NOMBRE CÉDULAING. RESIDENTE

FECHA DE INICIO 12/11/2012TERMINACION ORIGINAL 12/1'/2012PLAZO ORIGINAL .00 DIASPRORROGA AUTORIZADA DIASFECHA DE TERMINACION ACTUAL 12/1'/2012

VARIACIONES

1 2AUMENTOS 0.00DISMINUCIONES 0.00OBRAS EXTRAS (RE)*RECONSIDERACION DE PRECIOS 14!,9'0.00TOTAL VARIACION (RE)*VARIACIÓN ACUMULADA

TOTAL CONTRACTUAL 0.00(RE)*


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AMAY, PUERTO ORDAZ

ALES

R.I.F N.I.T DIRECCION FISCAL14,440,43'

%-29'9 1 2!

C.I.V FICHA R.I.F. N.I.T.41,011

R.I.F. N.I.T. DIRECCION TELEF


4/222


5/222

VIVIENDA PRINCIPAOBRA

PROYECTO VIVIENDA PRINCIPALP!o"#$%&!#o S!.VICTOR D. MEDINA S.

P D 5 67 U7 C 7

1

3 1.1!2

3 2. '3

3 21.1!'

3- 82. 0(

3 33.00)

3 1 .33*

2 0.9'+

3 12.',

3 38.'9

E: ; +7 7 7+ 5 7 + , , ? 5 +


6/222



P D 5 67 U7 C 7

1-P +7 G3/4 G /8


7/222



P D 5 67 U7 C 7

2(

388.0'2)

2340.2!2*

232.482+

2 28.3!2,

2 '03.183-

2 2!.43

31

2 9.93

S< 7 +, 7 5+ , 5 5 67 @ + + 67 + < =+, < = 7 + F + 3/8 ,

5


8/222



P D 5 67 U7 C 7

32

2 99.33

2 43.23'

2 8.!13(

283.1!3)

5= 2.00

S< 7 +, 7 5+ , +7 67 @ + + 67 5 7 ? F , = + J, 1'0:'0 ,

5G' , + 5 7 7 , +7 +7 + + ;+ + 7+ @ , + + 7 +

, / , 7 5+@+ + < 7 N ,!2

S< 7 +, 7 5+ , +7 67 @ + + 67 ; F , 7 5 5 +5 VP1'0: , 5G'

.


9/222



P D 5 67 U7 C 7

3*

'.003+

2 33.'13,

2 33.'1'-

2 33.'1'1

(RE)*'2

92.30'3

2 1.80''

2 !3.1'(

2 11.1')

2 3.1

S< 7 +, 7 5+ , +7 67 @ + + 67 ; F , 7 5 5 +5 VP400: , 5G9

.


10/222



P D 5 67 U7 C 7

'*

5= 29.82'+

5= 1'.00',

2 2.00(-

2 4.'2(1

(RE)*(2

2 9.24(3

2 9.93('

2 2!.43((

2 9'0. 0

E S/C. C+7 < 67 +7 >+, +7 +7 + )210 / 2 + 28 , 0,':1, J, + + 7

+5 G , 7


11/222



P D 5 67 U7 C 7

()

2 9.'4(*

1'2.49(+

3. 0(,

989.3!)-

5= 1!.!0)1

18. 0

)2E , + + + , 7 + F + 3. 0

)3

E + + + , 7 5< F . 5= 1.)'

21. 0

S< 7 +, 7 5+ @ + + 67 ; 7 7 5 < 7 + 7+ = +, + + +7 @ ; +

?< +, + 5+ 5 + >+ , 7


12/222



P D 5 67 U7 C 7

)(

!. 0))

5= 1.00)*


13/222



P D 5 67 U7 C 7

**

14.8*+

81.18*,

11.+-

214.0'

+1

'3 .09

I.E. S< 7 +, 7 5+ @ + + 67 7 + 7 + + +7+ F + 3!. VA,

< + + 7 + , + 5 7 513800 V., '0H=, + + 7 5

+5 +. : + 7 , +7 7 + + 5

7 +7 5 14000, 13800,128!0,12 40 V,7 +7 1 1/2 : 1/2 +7 <? : +7 @ 7 .


14/222



P D 5 67 U7 C 7

+2

5= 1!.00+3

5= '.00+'

5= .00+(


15/222



P D 5 67 U7 C 7

,'


16/222



P D 5 67 U7 C 7

1-+

1'. 01-,

28. 011-


17/222



P D 5 67 U7 C 7

11)

32.0011*

23.9011+

5 + 8.0011,

5 + !.0012-

5 + 12.00121


18/222



P D 5 67 U7 C 7

12)

5= 3.0012*

5= 8.0012+

5= 3.0012,

5= 3.0013-


19/222



P D 5 67 U7 C 7

13+

(N/A (N/A13,

(N/A (N/A1'-

(N/A (N/A1'1

(N/A (N/A1'2

(N/A (N/A1'3

(N/A (N/A1''

(N/A (N/A

NOTAS IMPORTANTES

R ; + 5+ S< - + I7 . %+ L< H V 7

E + + 5+ E.M. ) ? O -0'

I.S. S< 7 +, 7 5+ 7 67 >< + + + 5 +, + + 5+ + , 7 ?+

+ , 7 ?+ 7 +, 5+ + + 5+ ,; - 5 , > +7 5+ , + + @

+ + + .I.S. S< 7 +, 7 5+ 7 67 5 >+40:120 5 + .I.S. S< 7 +, 7 5+ 7 67 < ?

+ .

I.S. S< 7 +, 7 5+ 7 67 > 5 7 ,< , +7 , 5 < + 2 5<

F +.

I.S. S< 7 +, 7 5+ 7 67 5+7 +, < , +7 , 5 < + 4

5< F +. 5 > 7 J

I.S. S< 7 +, 7 5+ 7 67 < ++ + 90 5+ 1 5< F +. P < ?

I.E. T 7B< +7 +, ) 180 / 2, '0 : 0: '0 , +7 5 +7 +, + 5 7

7 , / .

+ 5 7+ B< +7 + 7 P +@ +.2. A7 7 + >+ , B< +

7 5 7 B< C+7 ; 5 ; 7 7 O .


20/222



P D 5 67 U7 C 7


21/222

L

P + U7 + P + T+

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1


22/222

L

P + U7 + P + T+

0.00 CONC

0.00 CONC0.00 CONC

0.00 CONC

0.000.00

0.00

0.00

0.00 CONC

0.00

0.00 MAD

0.00 MAD

0.00 MAD

0.00 CA

0.00 CA


23/222

L

P + U7 + P + T+

0.00 CA

0.00 CA

0.00 CA

0.00 CA

0.00 EST

0.00 EST

0.00 EST


24/222

L

P + U7 + P + T+

0.00 EST

0.00 EST

0.00 EST

0.00 EST

0.00 EST


25/222

L

P + U7 + P + T+

0.00 EST

0.00 EST

0.00

0.00

0.00

0.00


26/222

L

P + U7 + P + T+

0.00

0.00

0.00

0.00

(RE)*

0.00

0.00

0.00

0.00


27/222

L

P + U7 + P + T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


28/222

L

P + U7 + P + T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 ETP1


29/222


30/222

L

P + U7 + P + T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


31/222

L

P + U7 + P + T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


32/222

L

P + U7 + P + T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


33/222

L

P + U7 + P + T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 ETP1

0.00 ETP1

0.00


34/222


35/222

L

P + U7 + P + T+

(N/A

(N/A

(N/A

(N/A

(N/A

(N/A

(N/A

(RE)*(RE)*

0REF


36/222

L

P + U7 + P + T+

(RE)* 0


37/222


38/222


39/222


40/222


41/222


42/222


43/222


44/222


45/222


46/222


47/222


48/222


49/222


50/222


51/222


52/222

0 0


53/222

VIVIENDA PRINCIPALOBRA

COMPUTOS METRICOS ESTRUCTURALES PROYECTO VIVIENDA PRIP!o"#$%&!#o S!.VICTOR D. MEDINA S.

P D 5 67 U7 C 7

1

3 1.1!2

3 2. '3

C+ 5 +7 7< +7 B< 5+ 5 < 7 + ; + + 3'

3- 82. 0(

3 33.00)

3 1 .33*

2 0.9'+

3 12.',

3 38.'9

E: ; +7 7 7+ 5 7 + , , ? 5 +


54/222



P D 5 67 U7 C 7

R ; + 5+ I7 . %+ T + H S< - + I7 . %+ L< H V 7

E + + 5+ %.L.H ) ? N+;-08

1-P +7 G1/2


55/222



P D 5 67 U7 C 7

) ? N+;-081,

2 20.812-

L+ 5+LOSACERO C 20


56/222



P D 5 67 U7 C 7

R ; + 5+ I7 . %+ T + H S< - + I7 . %+ L< H V 7

E + + 5+ %.L.H ) ? O -08

2+

2 28.3!2,

2 '03.183-

2 2!.4331

2 9.9332

2 99.33

2 43.2

S< 7 +, 7 5+ , 5 5 67 @ + + 67 + < =+, < = 7 + F + /8 , 5


57/222



P D 5 67 U7 C 7

3'

2 8.!1

R ; + I7 . %+ T + H S< - + I7 . %+ L< H V 7

E + + 5+ %.L.H ) ? N+;-08

S< 7 +, 7 5+ , +7 67 @ + + 67 CF , 7 5 5 +5 VP300K3 0 @ 400 , 5G12

.


58/222

CIPAL

P + U7 + P + T+

2! .00 14,0!2.00

300.00 !'8.00

2! .00 ,822.00

80.00 ','00.00

! .00 2,4! .00

1,3' .00 20,92 .00

1,400.00 1,344.00

1,380.00 1!,4 !.00

1,2' .00 48,943.00


59/222

CIPAL

P + U7 + P + T+

118,40'.00118,40'.00

'9. 8 1!9,129.00

'9. 8 23',!0 .00

'9. 8 188,8!!.00

'9. 8 10!,39'.00

'9. 8 '2,891.00

200.00 4,800.00

1! .00 13,300.00

1 0.00 1,200.00

1,! 0.00 101,028.00

89 ,32'.001,013,!32.00


60/222

CIPAL

P + U7 + P + T+

3 .00 !,388.00

2 .00 19!,332.00

4, 00.00 9,000.00

4 .00 34,4! .00

0.00 !','11.00

!.00 24,198.00

'0.00 23,284.00

8.00 13 ,!3'.00

.00 12,!8'.00


61/222

CIPAL

P + U7 + P + T+

20,810.001, 34, 42.00

2.00 1,4! .00

40.00 24,12!.00

0.00

0.00

0.00

0.00


62/222

CIPAL

P + U7 + P + T+

0.00

2 ,'02.001, '0,144.00


63/222

VIVIENDA PRINCIPAL

UD-200 CARONOCO CALLE LOS APAMA ES PARCELA 4-4-29! PARRO"UIA CAC#AMA$% PUER O ORDA&

COMPUTOS METRICOS

IN' (OR'E LUIS #ERRERA '!

) 01-11-2008


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VIVIENDA PRINCIPAL

OBRAESTIMACION DE COSTOS PROYECTO VIVIENDA PRINCIPALP!o"#$%&!#o VICTOR D. MEDINA S.

P D 5 67 U7 C 7

URBANISMO1 o # #$4%o 5$ %#$!!&6 3 '!14.'!

2 M7!o 5$ 8o48!$%o'!.30

3 C$!8& "$!# $%!&91'!.00

+ + 5+ TON HUOSE 2'98 4 )

(DIV/0*

R ; + S< - +CONSTRUMA$ V 7

E + + 5+ %.L.H ) ? %


65/222

P + U7 + P + T+

121. 0 81 ,832.00

8,1 1.!' 48,'14.00

1, 2 .00 2 4,'! .00

%o%&9 7!:&4#6 o 1,'19,121.00

0.00

0.00

0.00

1,'19,121.00


66/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011

UR 'UA$ANA! M ( ! N,+ 29! EL- A; 086-525185! P O ORDA&! EDO OLIVAR

0 -9%24 56!04

-0%2 -1%13-0%04 5 -0%04

-0%29 -6%85-0%27 -9%24

0 -9!24-0!27 -9!24-0!29 -6!85-0!2 -1!13

-0!04 5-0!04 7!23-0!18 8!84

0 8!840 -9!24

(3.07)56!12

0 -10%02

-0%72 -10%02 -0%82 0-0%87 7%73

-0!72 -10!02-0!82 0-0!87 7!73

-1!02 10!020 10!020 -10!02

-0!72 -10!02(12.80)


67/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


56!22

0%08 -11%01

-1%97 -8%04 -2%19 0 -2%22 3%02-1%72 -11%01

0!08 -11!01-1!72 -11!01-1!97 -8!04-2!19 0-2!22 3!02-2!4 110!08 110!08 -11!01

(49.06)

56!320 -11%97

-3%54 0 -3%72-3%32 -11%97 -3%52 -1%56

-3!32 -11!97

-3!52 -1!56-3!54 0-3!72 10!59-3!52 11!88

0 11!88


68/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


0 -11!97-3!32 -11!97

(84.22)

56!420 -12%5

-5%02 0-5 -12%5

-5 -12!5-5!02 0-5!01 12!96

0 12!960 -12!5-5 -12!5

(127.62)

56!520 -13%92

-6%32 -5%94 -6%29 0-6%34 -13%92

-6!34 -13!92-6!32 -5!94-6!29 0

-6!25 13!960 13!960 -13!92

-6!34 -13!92(175.49)


69/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


Re e*+7!86 -12!8041 7!9383 7!86 62!40 =3

P,+g 0>18!10 ?49!06@ 30!930325 10!24 316!73 =3P,+g 0>28!52 ?84!22@ 66!638525 10!42 694!37 =3P,+g 0>38!85 ?127!62@ 105!91995 10!33 1%094!15 =3P,+g 0>49!21 ?175!49@ 151!55685 10!36 1%570!13 =3

3%737!78 =3


70/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


0. B3 8 . B3 8 3. B1 2 . B1 2 5

. B5== . B5== -39. B1 2 . B1 2 0


71/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


Pro 0!0.00

Pro 0!7.86


72/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


Pro 0!18.10

Pro 0!28.52


73/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


Pro 0!38.85

Pro 0!49.21

22.5 11!36363636483.260.4

16.56


74/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011



75/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011



76/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


0%35 -5%44 56!34

-0%43 -1%19-0%48 -5%44

0!35 -5!44-0!48 -5!44-0!43 -1!19-0!44 5!120!65 5!120!35 -5!44

(9.96)-0%35 -6%46 56!36

0%44 -4%28-0%46 0

-0%13 -6%46

-0!46 5!71-0!46 0

0!44 -4!28-0!13 -6!46-0!35 -6!46-0!35 5!71-0!46 5!71


77/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


(1.93)

56!460 -12%48

-2%46 -7%07-2%46 -9%86 -3%46 1

-2%46 -9%86 -3%25 0 -3%46 1 -3%60 -12!48 -4%06 3%59

-2!46 -12!48-2!26 -9!86-2!46 -7!07-3!25 0-3!46 1-4!06 3!59-3!66 5!33-3!96 6!58

0 6!580 -12!48

(57.80)

56!560 -12%48

-2%16-2%38 -12%48 -2%56 -7%05 -2%76 -4%41 -2%76 0

-2%56 4%88

0 -12!48-2!38 -12!48-2!56 -7!05-2!76 -4!41-2!76 0


78/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


-2!56 4!88-2!16 9-1!56 12!3

0 12!30 -12!48

(61.45)56!66

0 -15%82

-3%66 -10%2 -3%42 0-4%06 -15%82 -3%86 -13%09 -3%46 -7%46

L -3!42 0-3!26 12!99

0 12!990 -15!82

-4!06 -15!82-3!86 -13!09-3!66 -10!2-3!46 -7!46-3!42 0

(100.48)

56!760 -18%6

-5%16 -16%2 -4%76 -10%86 -4%26 0-5%33 -18%6 -4%76 15%13

-4%36 -7%68-5!33 -18!6-5!16 -16!2


79/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


L -4!76 -10!86-4!36 -7!68-4!26 0-4!36 11!92-4!76 15!13

0 15!130 -18!6

-5!33 -18!6(152.69)

56!860 -21%4

-5%86 -9%63 -5%66 0-6%63 -21%4 -6%26 -16%16 -6%31 17%77

-6!63 -21!4

-6!26 -16!16-5!86 -9!63

L -5!66 0-5!86 8!07-6!31 17!77

0 17!770 -21!4

-6!63 -21!4(234.32)

Re e*+2!05 ?1!93@ 0!964 2!05 1!98 =3

P,+g 0>12!05 ?57!80@ 29!865875 10!00 298!66 =3P,+g 0>22!05 ?61!45@ 59!625925 10!00 596!26 =3P,+g 0>32!09 ?100!48@ 80!96435 10!04 812!88 =3


80/222


81/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


Pro 0!0.00

Pro 0!2.05


82/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


Pro 0!12.05

Pro 0!22.05


83/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


Pro 0!32.09

Pro 0!42.10


84/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011


Pro 0!52.11


85/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011



86/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

Proyecto ElectricoVIVIENDA PRINCIPAL

Estudio de Cargas

cantidad de Casas 16.00 Area Promedio de construcción 130.00 M2a.- Cargas de iluminaciónse estima 40Watt/M2

Iluminacion 5%200!00 Watt!.- Circuito de toma corrientes2 Circuitos de toma corrientes sencillos 1"00Watt c/u1 Circuitos de toma corrientes do!les 3000Watt

#oma corrientes 6%000!00 Watta $ ! 11%200!00 Watt

%a $ !& ' 2"( 2)00 a ra*ón 100( 2%800!00%a $ !& ' +"( )400 a ra*ón 32( 2%688!00

Carga ,or iluminacion tomacorrientes a $ ! a 5%488!00

c.- Circuitos Indi udualesa a,latos 1%200!00 Watt

,lanc adora 1%600!00 Wattla adora 400!00 Wattcalentador de agua 3%000!00 Watt

re rigerador congelador 600!00 Wattecadora 5%000!00 Watt

#otal Circuitos Indi uduales 11"800.00actor de ,otencia 0!75

#otal Circuitos Indi uduales 8%850!00 Watt

d.- Circuitos arios Aire acondicionado Central 7%020!00 Watt

Cocina 5lectrica 6%000!00 Watt

#otal Circuitos arios 13"020.00

27%358!00 Watt/casaPotencia #7#A P/Casa ' 8 de casasPotencia #7#A 437"728.00

e.- alum!rado Pu!lico a/,

Σ(a $c $ d&


87/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

a/, 8ro de ,ostes ' Ca, de 9om!illosa/, 2%800!00 Watt

Potencia #7#A $ a/, 440%528!00 Watt

.A :Potencia #7#A $ a/,;/ ,, actor de ,otencia .<

.A 489!48 = A

e considera un actor de coincidencia de demanda del 40(

>emanda #otal = A ' 40(

>emanda #otal 195!79 = A

Caracteristicas Técnicas

9anco de trans ormación?3 ' +" = A13)00 / 120-20)

a!ricado ,or me enca ca iet ó similar

Corriente de Alta tensión= A '1000/% olt ' 1.4142 ' ,&


88/222


89/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

WattWatt

Watt


90/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/


91/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/


92/222


93/222


94/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

PRESION

?=@RE F

1.+3102"5-01"

a

θ D. =

θ3/8

θ1/2

PERDIDA DECAR'A O AL θ5/8

? G* e, =+@ θ3/4


95/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

A,e ? =2@

0!710

1!270

1!980

2!850

3!81 =2

RE F

!


96/222

C +


97/222


98/222

C +


99/222


100/222

A-Neg, /

Pág.* 100

1 Hesidencial2 In iltracion

1 $ 2

1 , ' = ' H= de,ende del tamaQo de la ,o!lación %se estimó una ,o!lación de 6 a!/ i ienda&1." R = R 3 ,ara el diseQo Due nos ocu,a = 2K"H Coe iciente de Hetorno H .)

1 2"0 ' 6 ' + '2K" ' .)

1 0!243 l,s2 20000 ts/=m/>Fa2 0!024

1 $ 2 0.26+0."34

n 0.01"r r

9 S1 9 S2"".)< "6.3"2"

"4."4 "".00E;c 1.3" m 1.3"

) V 0.


101/222

A-Neg, /

Pág.* 101


102/222

A-Neg, /

Pág.* 102

9 2


103/222

A-Neg, /

Pág.* 103


104/222

73

CONDICIONES DEL ERRENO1%800 g =3

DJ B 1!50 =K B

C B 0!25 g =22!75 g =2 CONDICIONES DEL SI IO

&ONA NO SISMICA

SO RECAR'A

DRENA(E A!LLL

MA ERIALESJ B 210 g =2J B 4%200 g =2

2%400 g =3

DJ 1!5

0!4

1!00

.g Pe/+ M M

δSB

27

B

δ B

1

2

3

%15


105/222

1 1!500 0!200 2880 4%320!00 576!002 0!875 4!000 4800 4%200!00 19%200!003 0!700 0!748 1440 1%008!00 1%076!87

9120 9528 20%852!87

1!04 =

2!29 =

S+ ,e ,g *+,= AAS# O 2002

#/

; g B

$ g B

B δ# /


106/222

72!8

8!00

2!00

0!4 64!6


107/222


108/222


109/222


110/222


111/222


112/222


113/222

Calculo? L? ec a? 6/1/2013 Boia? 8X 1 >5?


114/222

!ERT<


115/222

1


116/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

VIVIENDA PRINCIPAL

E e=e* +LON'I UD AREA ,. N. e

?=@ ?=2@

#B-0+ 0.00 2)


117/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

'AS O A = V D. = PERDIDA

?


118/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

0.1)22+


119/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

A,e ? =2@

0!710

1!270

1!980

2!850

3!81 =2

RE F

!


120/222

A- * / U,

Pág.* 120

I I58>A PHI8CIPA

0!160 l,s0!063 l,s0!032 l,s3!333 l,s

3!588 l,s

#HAM7 #ram #ri! total α9 -C 1.66+ 1.66+ 1.46 3).1 +. 0.0 " 3$ 4

d B

θ J 1.1Lα

,InicialB

,InicialB,

inalB

!

ad


121/222

A- * / U,

Pág.* 121

ec

!


122/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

VIVIENDA PRINCIPAL

RE RAMOLON'I UD LON'I UD N. e

?=@?=@

9aQo P,al duc a 2." 200 8$ 2.)) 3calentador 2 8$ 2.)) 0

calentador la amano 2." 8$ 2.)) 29aQo WC 3 8$ 2.)) 3su!iente 6 8$ 0.00 1!aQo a! 1-2 duc a 3 8$ 0.00 3

WC 2.1 8$ 0.00 3la amano 2.4" 8$ 0.00 0la amano 1.+ 8$ 0.00 0Zc 2.< 8$ 0.00 4duc a


123/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

DIAME RO 'AS O V D. =e ,+ PERDIDA

?< g@ ?


124/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/


125/222

Me=+,. e Cá + E ,. +U V P > < +UD-30 -1'-01 P + O =

I*g ' . e,=+ C+, +*e/

A,e ? =2@

0!710

1!270

1!980

2!850

3!81 =2

RE F

!


126/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011

P.Q.g +/)03 02 201

UR 'UA$ANA! M ( ! N,+ 29! EL- A; 086-525185! P O ORDA&! EDO OLIVAR Pág.* 126

DEPENDENCIA LO# ANC$O AREAM M M2

'ALPON 37!26 29!26 1090!23DEPOSI O #IDRON P 23!16 4!65 107!69O ICINAS PISO 1 23!16 4!65 107!69LOCAL COMERCIAL 1 P 16!73 12!08 202!1LOCAL COMERCIAL 1 ME&& 14!07 8!00 112!56LOCAL COMERCIAL 2 P 16!74 12!00 200!88LOCAL COMERCIAL 2 ME&& 14!07 8!00 112!56AREAS E; ERIORES ES AC 23!30 6!00 139!8AREAS E; ERIORES ES AC 19!47 6!00 116!82

O AL 3"937"768.80

UD%200 CARONOCO CALLE LOS C$A#UARAMOS MAN&ANA 04 PARCELA 01%24


127/222


128/222

< ra VIVIENDA PRINCIPALPartida Descri-cion unidad iguales largo anc o alto

o ras -reli2inaresE;ca)aci(n m3 T


129/222


13 columnascondu en 100'100 20 3.00 ).)


130/222


2< -1 2.+" 3.102< -1 1.6" 2.102< -1 1.)0 1.002< 1 2.+0 3.102< 1 4."0 3.102< 1 4.3" 3.102< me**anina 3 1+.20 2.


131/222


3" coordinación 1 12.303" la!oratorios 2 1


132/222


4) coordinación 14< cerradura -/e2-otrar m24< ACC5 7 A #5HHAVA 14< CA 5#A >5 97M9A 1"0 -uerta de .ierro m2"0 ACC5 7 A #5HHAVA 1 0.)0 2.100"0 CA 5#A >5 97M9A 1 1.40 2.10"1 Es2alte ml T


133/222


134/222


+4 C6 P.9 alum! 2 16.20 1.10+4 C4 P.9 alum! 2 11.00 1.10+4 C4 P.9 alum! 3 3.00 1.10+4 C3 P.9 alum! 3 10.00 1.10+4 C3 P.9 alum! 2 3.)0 1.10+4 C3 P.9 alum! 2 +.+0 1.10+4 C" P.9 alum! 3 ).20 1.10+4 C" P.9 alum! 2 +.00 1.10+4 C" P.9 alum! 3 2.10 1.10+4 C" P.9 alum! 2


135/222


136/222


)" ca a '9 und 1)6 Ca etines rectang und)6 CA 5#I8 P.9 20


137/222


10+ en ,iso 1 +.1010+ en ,ared 3 1.


138/222

total 7!s

8 7 6 5#P1+.22 5#P1".230.20


139/222

total 7!s"33.40144.463


140/222

total 7!s)."33.4+1.)0).3+

13.


141/222

total 7!s12.303).0444.2)

2."02).20

6.)6$72.00&76.00

8337&8337&8337&#REHJSH5 Y"2.0620.60

+.60".60


142/222

total 7!s1.00$71.001.0047&$1.6)2.


143/222

total 7!s14.631+.2"31.


144/222


145/222


146/222

total 7!s7

$ 71)0.00

20.007

1.00474.00873.002.00873.002.003.00

48766.004


147/222

total 7!s+.10".)"&78

1".001."0

$%7824."0

4.007

$$78 5#P122."0

47 5#P177

$78 5#P112."0 5#P13$7 5#P120.00 5#P112.00 5#P1$37:10."013.40

%7).0067+.00$7 5#P1

12.00 5#P17 5#P1


148/222

< RA DKD CA , C7A7 Hy 4$

! icaci(n M /4 M 3/% M /$ M 8/% M 3/4undaciones

!ase und100'100 trans < 32 1.00 1 2)).00!ase und 120'120 trans + 4) 1.00 1 336.00!ase und 140'140 long 4 +0 1.20 1 336.00!ase und 160'160 long "


149/222


150/222

VIVIENDA PRINCIPAL

UD-200 CARONOCO CALLE LOS APAMA ES PARCELA 4-4-29! PARRO"UIA CAC#AMA$% PUER O ORDA&

CALCULOS ESTRUCTURALES

IN' (OR'E LUIS #ERRERA '!

) 01-11-2008


151/222

LOSACERO DE EC#O $ EN REPISO

9.95' A 8.4

1!001 1

4.63 4.63

2 1

. 4 1

2 4

. 5 6

1!45 3!715 5

C1 2.48 5.16

N >

6 ! 9

0

6 63.30 3.77

1.778 8 N> 6!90

0.93.15 3.50 3.30 2.95 2.21

LOSA DE ENTREPISO LOSA TEC$O

N

L - 1

LE-2

L E - 1

L E - 3


152/222



153/222



154/222



155/222

VIVIENDA PRINCIPALCAR#A MUERTA(* )

LOSE A 120!00NERVIOS 72!00

LO"UE AIIVEN 51!75RISO 40!00

PENDIEN E 80!00IMPERMEA ILI&ACION 15!00O ROS 12!00

TOTAL 390!75CAR#A VIVA 100!00CAR#A +, DISE-O 359.00

LOSA%LT%2 ( %') L 7"04 M/ . N!6"83# '

B 359 g B 359 g

LB 7!04 3!32 3!721!00 0!90 0!81 1!08

J 1!00 0!53 0!47 1!00M+ 0!00 -494!63 621!00 0!00M 0!00 -561!40 561!40 0!00V 427 765 819 517R 427 1584 517

M= 253!8 0!00 372!0 0!00; 1!19 2!28P. 0!00 0!94 0!84 0!00 Pθ -237!41 -74!56 -74!10 421!76

Y ?2!19@ ?0!76@;= B 3!32 -74!56 3!72 421!76

4%200 g =2 -78!54 -173!76 -115!14 4%200 g

240 g =2 B 0!2 = 0!5 = 0!3 = 240 gB 12!5 = A/ > B 0!54 =2 1!22 =2 0!80 =2 B 12!5

, B 2!5 = A/ - B , B 2!5 !85J W B10200 1 \3/) '+1)K3Mts !85J W B1020

B 50 = ?0!86@ B 50 X B 15 = X B 15

B B B B

1 θ 3 8 3%75M / 1 θ 3 8 3%68M /


156/222

VIVIENDA PRINCIPALA/=.*B 2!08 =2 A/=.*B 0!4

4!7 = 4!7

M B 4%398 g-= M B 4%

+* B &*S +* B &*P< B 54!0 g = P< B 180

A/ B 11!48 =2 A/ B 11! B3%368 g =2 B3%

LOSA%LT%3 (' % A) N!6"83 L 3"720M/ LO' A '

B 359 g

LB 3!7 3!72 LB 1!81!00 1!00 1!0

J 1!00 1!00 J 1!0M+ 0!00 0!00 M+ 0!0M 0!00 0!00 M 0!0V 668 668 V 325R 668 668 R 32

M= 621!0 ?0!00@ M=; 1!86 ;P. ?0!00@ P. ?0θ -772!18 -772!18 θ -88Y ?899!16@ Y

;= B 1!86 -2!15 ;= B

4%200 g =2 -192!20 4%200 g =2

240 g =2 B 0!6 = 240 g =2B 12!5 = A/ > B 1!35 =2 B 12!5 =

, B 2!5 = A/ - B , B 2!5 =!85J W B10200 !85J W B10200

B 50 = 1 \3/) '4K02Mts B 50 =X B 15 = X B 15 =

A/=.*B 0!42 =2 A/=.*B 0!42 =2

4!7 = 4!7 =

M B 4%398 g-= M B 4%398 g-=

B B

2 θ3 8 3%75M / 2 θ 3 8 3%68M /

B B B B

B B


157/222

VIVIENDA PRINCIPAL+* B &*S 2 Y3 8 3%72M / +* B &*SP< B 180!0 g = P< B 180!0 g =

A/ B 11!48 =2 A/ B 11!48 =2

B3%368 g =2 B3%368 g =2


158/222

/A

1!00

1!00

0!00

0!00

890890

?0!00@

-1830!36

1820!19


159/222

CORREA DE TEC$O C%4(3 % 4) N!3"00 L 4"460M/20!13 20!13

3 4 B 161 g B 161 g B 161 g

0!50 3!46 0!501!00 1!00 1!00

1!00 0!00 1!00-20!13 20!13 -20!13 20!1

-20!13 20!13 -20!13 20!13

81 279 279 81359 359

220!8 191!64

0!50 1!731!13 1!13

-243!05 -243!05 243!05 259!83?122!79@ ?270!33@ 125!3

0!50 1!73 -0!00 0!50

CONDUVEN80 40 , 3.0 5!1 =2

41 =4 S B 7!9 =310!3 =3 1!44 =4!0 g = 1!44 =2%812 g =2

3%515 g =2

Y BYmáx B


160/222


161/222

VIVIENDA PRINCIPAL

CAR#A MUERTA(* )LOSE A 120!00NERVIOS 72!00

RISO 40!00LO"UE AIIVEN 63!00

SO REPISO 80!00CERAMICA 40!00 LOSA%LE%4 (' %A) LO ROS 12!00

TOTAL 427!00 'CAR#A VIVA 150!00CAR#A +, DISE-O 426.00 LB 4!06

0!74

LOSA%LE%5 (A % ') N!4"03 L 4"960M/ J 1!00 A ' M+ 0!00

B 426 g M 0!00 LB 5!0 4!96 V 864

1!00 1!00 R 864J 1!00 1!00 M=M+ 0!00 0!00 ;M 0!00 0!00 P. 0!61 V 1056 1056 θ -1183!51R 1056 1056 Y

M= 1310!0 ?0!00@ ;= B

; 2!48 4%200 g =2

P. ?0!00@ 240 g =2

θ -355!65 -355!65 B 17!5 =Y 1%132!31 , B 2!5 =;= B 2!48 1810!28 !85J W B10200

4%200 g =2 -2588!97 B 50 = ?0!60@

240 g =2 B 0!9 = X B 20 =B 17!5 = A/ > B 2!07 =2 A/=.*B 0!58 =2

, B 2!5 = A/ - B 6!6 =!85J W B10200 M B 8%619 g-=

B 50 = +* B &*SX B 20 = P< B 96!0 g =

B B

B B

B

1 θ 3 8 3%75M /


162/222

CERAMICA 40!00 LOSA%LE%4 (' %A)O ROS 12!00

A/=.*B 0!58 =2 A/ B 16!07 =2

6!6 = B4%154 g =2M B8%619 g-=

+* B &*SP< B 96!0 g =

A/ B 16!07 =2 B4%154 g =2

LOSA%LE%3 (' %D) L 6"83 M/ . N!4"03 LOSA%L

-744!8

' D B 426 g B 426 g

LB 6!83 1!87 4!96 LB 3!1!00 0!60 0!81

J 1!00 0!00 1!00 JM+ -744!84 744!84 0!00 M+

M -744!84 744!84 0!00 MV 797 1207 906 VR 2003 906 R

M= 964!1 ?0!00@ M=; 1!87 2!83 ;P. 0!71 0!00 P.θ -934!46 -934!46 1550!19 θY ?2%398!59@ ?2%224!46@ Y

;= B 1!87 2!64 -0!00 ;=

4%200 g =2 0!00 0!00 4%200 g =

240 g =2 B 0!5 = 0!6 = 240 g =2

B

2 θ3 8 3%75M /

B B B B


163/222

CERAMICA 40!00 LOSA%LE%4 (' %A)O ROS 12!00

B 17!5 = A/ > B 1!14 =2 1!48 =2 B 17!5 =, B 2!5 = A/ - B , B 2!5 =

!85J W B10200 1 Y3 8 2%56M / !85J W B10200B 50 = ?0!70@ B 50 =

X B 20 = 1 \3/) '6K)2Mts X B 20 =A/=.*B 0!58 =2 A/=.*B 0!58 =2

6!6 = 6!6 =

M B8%619 g-= 2 Y3 8 6%82M / M B8%619 g-=+* B &*S +* B &*SP< B 96!0 g = P< B 96!0 g =

A/ B 16!07 =2 A/ B 16!07 =2 B4%154 g =2 B4%154 g

B B


164/222

CAR#A MUERTA(* )LOSE A 240!00

RISO 30!00LO"UE AIIVEN 56!25

SO REPISO CERAMICA 120!00O ROS 12!00

TOTAL 458!25CAR#A VIVA 150!00CAR#A +, DISE-O 448.00LOSA MACI&A LE%2 (5 %6) L 5"15 M/ . N!4"03

5 6 B 336 g

LB 5!2 5!151!00 0!58

J 1!00 1!00M+ 0!00 0!00

M 0!00 0!00

V 865 865R 865 865

M= 1113!9 0!00; 2!58P. 0!00 0!00θ -1912!27 1912!27Y ?3%077!56@

;= B 2!58 0!00

4%200 g =2 0!00

240 g =2 B 0!9 =7!5 = A/ > B 4!17 =22!5 = A/ - B 20400 30!5 =

100 = 28!4 =

10 =

2!50 =2

2!8 = \3/) ]2+K"Cmts. ar C/

3%166 g-=

&*S

24!0 g = \1/2 ]30Cmts. ar

A/ ºB1 2


165/222

CAR#A +, DISE-O 448.00LOSA MACI&A LE%2 (5 %6) L 5"15 M/ . N!4"0313!77 =2 Y3 8 T27%5C= /!L V ,

1%533 g =2

LOSA%LE%6 (# % ') N!4"03 L 3"720M/

# ' B 426 g

LB 3!7 3!721!00 1!00

J 1!00 1!00M+ 0!00 0!00

M 0!00 0!00V 792 792R 792 792

M= 736!9 ?0!00@; 1!86P. ?0!00@θ -913!75 -913!75Y ?1%062!23@;= B 1!86 -0!00

4%200 g =2 0!00

240 g =2 B 0!5 =

B B


166/222

CAR#A +, DISE-O 448.00LOSA MACI&A LE%2 (5 %6) L 5"15 M/ . N!4"03

B 17!5 = A/ > B 1!13 =2, B 2!5 = A/ - B

!85J W B10200B 50 =

X B 20 = 1 Y3 8 3%7M /

A/=.*B 0!58 =2

6!6 =

M B 8%619 g-= 2 Y3 8 3%7M /

+* B &*SP< B 96!0 g =

A/ B 16!07 =2 B4%154 g =2

B


167/222


168/222

VIVIENDA PRINCIPAL

CALCULO DE VI'AS DE e X+

VI#A DE TEC$O VT%3 4 ( % #) N!3"00 L 4"320M/75!92 75!92# 6

B 607 g B 607 g B 607 g

LB 4!32 0!50 3!32 0!50 LB 8!121!00 1!00 0!90

J 1!00 0!00 1!00 JM+ -75!92 75!92 -75!92 75!9 M+

M -75!92 75!92 -75!92 75!92 MV 304 1008 1008 304 VR 1312 1312 R

M= 760!9 674!98 M=; 0!50 1!66 ;P. 1!13 1!13 P.θ -797!11 -797!11 802!96 866!22 θY ?403!30@ ?851!33@ 415!7 Y

;= B 0!50 1!66 2!92 0!50 ;= BCONDUVEN140 70 eB3!0 ==


169/222

VIVIENDA PRINCIPAL

CALCULO DE VI'AS DE e X+AB 11!4 =2

IB 278 =4 S B 27!1 =3S B 39!7 =3 -1!46 = S

PB 9!0 g = 1!66 =2%812 g =2

3%515 g =2

Y BYmáx B

? =@B ? =

B


170/222

C$O VT%5(E % ') N!6"95 L 6"580M/-14!63

# ' B 325 g B 325 g B 325 g

1!45 4!33 0!301!00 2!07 0!69 0!92

0!00 0!75 0!25 1!0040!65 -65!14 769!42 14!63 -14!6

40!65 -592!74 592!74 14!63 -14!63

-145 617 844 564 981461 661

-8!3 ?411!16@ 503!3 14!85-0!45 2!60

1!13 0!86 0!00121!59 -255!01 -255!01 693!33 691!87

66!75 ?823!42@ 207!70!85 0!00 2!39 -0!00 0!30

CONDUVEN120 70 , 3.0

S B 21!1 =3-2!44 =1!80 =

Y BYmáx B


171/222

6"48

41

B 204 g

0!823!66

0!90

73!28

0!00

73!28

369

259!6

1!810!67-1372!55?1%120!09@

0!82

eB3!0 ==


172/222

264!5 =3

-2!50 =3!04 =


173/222


174/222

VIVIENDA PRINCIPAL


VI#A TEC$O # (5 % 3) L 5"10M/ . N!6"834523

5 3 B 2%170 g

LB 5!1 5!101!00 1!00

J 1!00 1!00M+ 0!00 0!00M 0!00 0!00V 5534 5534R 5534 5534

M= 7056!0 ?0!00@; 2!55P. ?0!00@θ -6978!05 -6978!05 Y ?6%323!67@

;= B 2!55 5017!094%200 g =2 0!00

240 g =2 B 8!2 =B 27!5 = A/ > B 7!98 =2

, B 2!5 = A/ - B !85J W B4080

B 20 =

B B


175/222

VIVIENDA PRINCIPAL

CALCULO DE VI'AS DE e X+X B 30 =

A/=.*B 1!83 =2 2 \1/2 '"K4Mts

10!4 =

M B 8%514 g-=+* B &*SP< B 144!0 g = 2 Y1 2 >3 Y5 8 5%4M /

A/ B 10!10 =2 B4%200 g =2

0!7101!270 2

1!980 3

2!8508!48

7!98 =2 SO'RA %0"5

VI#A DE TEC$O VT%5 ( % A) N!5"83 L 11"750M/3000

E ' A B 1%000 g B 1%611 g B 1%000 g

LB 11!8 1!88 4!91 4!961!00 1!60 0!81 0!81 0!60 0!81

J 1!00 0!66 0!34 0!57 0!43 1!00M+ 0!00 -441!80 3236!51 -3236!51 3075!20M 0!00 -2%418!45 2%418!45 -3%358!92 3%358!93 0!00V -346 2226 3763 4147 3157 1803R %346 5990 7304 1803

M= 60!0 0!00 1977!5 1%821!98 1625!0 ?3%131!55@; ?0!35@ 2!34 3!16

B

θ3/8

θ1/2

θ5/8

θ3/4


176/222

VIVIENDA PRINCIPAL

CALCULO DE VI'AS DE e X+P. ?0!00@ 2!78 3!01 0!07 -1!28θ 480!92 -1%238!70 -1238!70 469!09 469!08 2307!64Y ?0!00@ 0!00 0!00;= B 1!88 -1238!70 4!91 469!09 4!96 2307!64

4%200 g =2 0!00 0!00 0!00 0!00 0!00

240 g =2 0!1 = 4!3 = 3!4 = 6!4 = 2!7 =

B 17!5 = 0!09 =2 4!17 =2 3!31 =2 6!21 =2 2!67 =2, B 2!5 =

!85J W B4080 1\3/4 $2\"/) '1K2MtsB 20 = ?0!80@

X B 20 = 2 \1/2 '12K04Mts

A/=.*B 1!17 =2

6!6 =

M B 3%448 g-=+* B &*S 2 Y5 8 10%99M /P< B 96!0 g = ?0!95@

A/ B 6!43 =2 2 Y5 8 >2 Y3 4 2%25M / B4%154 g =2

VI#A VT%2 6(' %A) L 4"96 M/ . N!6"80

' A B 1%000 g

LB 4!96 4!960!60 0!81

J 1!00 1!00

B B

B


177/222

VIVIENDA PRINCIPAL

CALCULO DE VI'AS DE e X+M+ 0!00 0!00M 0!00 0!00V 2480 2480R 2480 2480

M= 3075!2 1%991!07; 2!48P. 1!01 1!01θ -953!31 9215!35Y 3%612!86;= B 2!75 4971!14

4%200 g =2 124713!11

240 g =2 3!4 =

B 17!5 = 3!27 =2, B 2!5 =

!85J W B4080 2\1/2'0MtsB 20 = ?1!00@

X B 20 = 2 \3/) '"K3Mts

A/=.*B 1!17 =2

6!6 =

M B 3%448 g-=+* B &*SP< B 96!0 g =

A/ B 6!43 =2 2 Y1 2 >1 Y3 8 5%26M / B4%154 g =2

B B

B


178/222

VIVIENDA PRINCIPAL


VI#A DE TEC$O VT%8 (E8 % A7) N!6"83 L 11"140M/E8 C8 '7 A7

B 1%000 g B 1%000 g B 1%000 g

LB 11!1 3!06 2!83 5!25 V1!00 0!98 1!41 1!41 0!57 0!76

J 1!00 0!41 0!59 0!71 0!29 1!00M+ 0!00 -1170!45 667!41 -667!41 3445!31M 0!00 -487!63 487!63 -2%503!61 2%503!00 0!00V 1371 1689 703 2127 3102 2148R 1371 2392 5229 2148

M= 939!3 ?0!00@ -240!8 ?2%389!04@ 2307!5 ?0!00@; 1!37 0!70 3!10

P. ?0!00@ 0!32 2!78 0!95 0!00θ -43642!30 -42000!65 18652!59 16308!76 -1426!13 4058!89Y ?130%653!23@ 50%815!80 1%161!91;= B 3!06 -42000!65 2!83 16308!76 5!25 4058!89

4%200 g =2 0!00 0!00 0!00 0!00 0!00

240 g =2 1!5 = 0!8 = 0!4 = 4!5 = 4!1 =

B 17!5 = 1!48 =2 0!75 =2 0!37 =2 4!34 =2 3!95 =2, B 2!5 =

!85J W B4080 1\"/) '2K1"MtsB 20 = ?0!95@

X B 20 = 2 \1/2 '11K"Mts

A/=.*B 1!17 =26!6 =

M B 3%448 g-=+* B &*S 1 Y1 2 8%6M /P< B 96!0 g = ?0!35@

A/ B 6!43 =2 2 Y1 2 11%5M / B4%154 g =2

B B

B


179/222

% 7) N!5"83 L 150M/5 6 7

B 1%973 g B 1%973 g

5!15 3!770!78 0!78 0!80 1!06

0!61 0!49 0!51 1!004359!95 -4359!95 3504!62

11%530!53 -1%928!42 1%928!16 0!00

6944 3215 4230 320745 7445 3207

691!6 144!54 2606!8 ?1%625!20@3!52 2!14

2!78 0!89 0!07 -0!4510249!87 -1953!21 -1985!99 3186!70

141!24 ?20!38@5!15 -1953!21 3!77 3186!70

-177!69 -501!07 -744!51

0!5 = 1!4 = 1!9 =

0!49 =2 1!39 =2 1!89 =2

2\"/) '2K26Mts?0!80@

2 \1/2 '1"K2


180/222

L 2"68 M/ . N!6"805

6 g B 800 g

4 1!041!83 2!88

0!39 0!61

-432!64 432!64

-432!64 432!64

1023 8321855

0!00 0!0

1!040!57 0!67

60!65 -1082!2033 ?1%242!48@

60!65 1!04

0!00

1!0 =

0!95 =2


181/222

2 \3/) '2K


182/222

-2144!95

?2%493!51@1!86 0!00

0!00

B 2!9 =A/ > B 2!85 =2A/ - B

2 \3/) '4Mts

1 Y1 2 >2 Y3 8 4M /

O VT%E (5 % 8 ) N!5"83 L 3"370M/

5 800 g B 1%000 g

4 8!511!55 0!35 0!47

0!81 0!19 1!00


183/222

-470!45 9052!51 0!00

-7%459!29 7%459!29 0!004815 5132 3378

9947 3378

?0!00@ 5707!0 ?0!00@7@ 5!13

1!75 0!00-4%519!45 -4519!45 15099!20

0 0!00-4519!45 8!51 15099!20

0!00 0!00

5!9 = 4!4 =

5!71 =2 4!28 =2

2\"/) '2K3"Mts

?1!75@2 \1/2 '10K)Mts

1 Y5 8 9%3M /

?0!60@

2 Y1 2 >1 Y3 8 10%8M /


184/222

( % #) L 3"320M/ . N!6"83#

B 1%000 g

3!321!00

1!00

0!00

0!00

16601660

1377!8 ?0!00@1!66

-1524!77?1%581!94@1!66 0!00

0!00

3!5 =

3!39 =2

2 \3/) '3K6Mts

Y1 2 3%6M /


185/222

VIVIENDA PRINCIPAL

CALCULO DE VI#AS DE ENTREPISO

VI#A DE ENTREPISO VE%A (2 % 7) N!4"03 L 15"93M/2 5

B 2%305 g B 1%919 g B 2%005 g B

LB 15!93 6!08 5!15 3!77 0!91!00 0!49 0!78 0!78 0!80 1!06

J 1!00 0!39 0!61 0!49 0!51 1!00M+ 0!00 -10650!76 4242!34 -4242!34 3990!24 857!60 -857!6M 0!00 -7%984!01 7%984!01 -3%055!63 3%055!47 857!60 -857!6

V 5694 8320 5899 3986 4817 2741 1854R 5694 14220 8802 4595M= 7032!8 ?0!00@ 1082!2 ?0!00@ 2731!2 0!00

; 2!47 3!07 2!40P. ?0!00@ 1!14 2!01 1!01 0!75 -0!28θ -13495!07 5404!61 5404!61 -1174!42 -1174!39 3633!11 33

Y 0!00 ?0!00@ 0!00

;= B 6!08 5404!61 5!15 -1174!42 3!77 3633!11

4%200 g =2 0!00 0!00 0!00 0!00 0!00 0!00

240 g =2 5!5 = 6!3 = 0!8 = 2!3 = 2!0 = 0!6 =

B 37!5 = 5!36 =2 6!15 =2 0!77 =2 2!22 =2 1!98 =2 0!61 =2

, B 2!5 = !85J W B4080 2\"/) '3K1"Mts 1\3/) '1K)Mts

B 20 = 2 Y3 8 8%2M / ?2!00@ ?0!75@

X B 40 = ?2!00@

A/=.*B 2!50 =2 ?1!15@ 2 \3/) '11K1"Mt

14!2 =

M B 15%831 g-= 2 Y3 8 12M /+* B &*S ?0!60@

P< B 192!0 g = 3 Y1 2 6%4M / 3 Y3 8 5M /

B B

B


186/222


187/222

VIVIENDA PRINCIPAL

A/=.*B 2!50 =2 A/=.*B 3!54 =2

14!2 = 16!1 =

M B 15%831 g-= 2Y1 2 >2 Y5 8 6%5 M B 25%418 g-= 4Y5 8 >+* B &*S +* B &*SP< B 192!0 g = P< B 270!0 g =

A/ B 13!77 =2 A/ B 19!51 =2 B4%200 g =2 B4%200 g =2

VI#A DE ENTREPISO VE%3 ( % ') N!4"03 L 7"040M/

# ' B 1%000 g B 1%000 g

LB 7!0 3!32 3!72

1!00 0!90 0!81 1!08

J 1!00 0!53 0!47 1!00M+ 0!00 -1377!80 1729!80 0!00

?186!00@ ?166!00@0!00 0!00

M 0!00 -1%563!80 1%563!80 0!00V 1189 2131 2280 1440R 1189 4411 1440

M= 706!8 ?0!00@ 1036!3 0!00; 1!19 2!28P. ?0!00@ 0!94 0!84 0!00θ -659!46 -205!84 -205!84 1175!40

B B


188/222

VIVIENDA PRINCIPAL

Y ?0!00@ 0!00

;= B 3!32 -205!84 3!72 1175!404%200 g =2 0!00 0!00 0!00

240 g =2 1!1 = 2!6 = 1!7 =

B 17!5 = 1!10 =2 2!56 =2 1!65 =2, B 2!5 =

!85J W B4080 1\1/2 '1K)MtsB 20 = ?0!85@

X B 20 = 2 \3/) '+K3"Mts

A/=.*B 1!17 =2

6!6 =

M B 3%448 g-=

+* B &*SP< B 96!0 g =

A/ B 6!43 =2 2 Y1 2 7%35M /

B4%154 g =2

VI#A DE ENTREPISO VE%2 (' % A) N!4"03 L 4"96M/

' A B 1%000 g

LB 4!96 4!96

B B

B


189/222

VIVIENDA PRINCIPAL

1!00 0!60

J 1!00 1!00M+ 0!00 0!00M 0!00 0!00V 2480 2480R 2480 2480

M= 3075!2 ?0!00@; 2!48 P. ?0!00@ 0!00θ -446!86 9721!80Y 23%001!83;= B 4!96 9721!80

4%200 g =2 263236!88240 g =2 1!1 =

B 17!5 = 1!10 =2, B 2!5 =

!85J W B4080 2\1/2 '0Mts !8B 20 = 3 Y3 8 5%28M /

X B 20 =A/=.*B 1!17 =2

6!6 =

M B 3%448 g-=+* B &*S ?0!35@

P< B 96!0 g = 2 Y1 2 5%28M /A/ B 6!43 =2

B4%154 g =2

VI#A DE ENTREPISO VE%6 (A %') L 6"83 M/ . N!4"03

B B

B


190/222

VIVIENDA PRINCIPAL

-3166!8 VI#A DE ENTREPIA '

B 850 g B 1%811 g

LB 6!83 4!96 1!87 LB 2!70!60 0!81 1!00

J 1!00 1!00 J 1!00 M+ 0!00 3166!79 -3166!8 M+ 0!00 M 0!00 3%166!79 -3166!79 M 0!00 V 2746 1470 3387 V 1355R 2746 4856 R 1355

M= 4437!1 1%825!10 M=; 3!23 ;

P. 0!75 -0!75 P. ?0!00@θ -5550!26 10946!75 10020!36 θ -1890Y ?8%037!89@ 18191!7 Y

;= B 2!57 1119!98 1!87 ;= B

4%200 g =2 114142!32 186734!46 4%200 g =2

240 g =2 6!5 = 2!5 = 240 g =2

B 17!5 = A/B8!19 =2 8!19092376 2!42 =2 B 17!5 =, B 2!5 = , B 2!5 =

!85J W B4080 !85J W B4080B 20 = B 20 = 2

X B 20 = 2 \1/2 '+Mts X B 20 =

A/=.*B 1!17 =2 A/=.*B 1!17 =26!6 = 6!6 =

M B 3%448 g-= 2Y1 2 >2 Y5 8 7%12M / M B 3%448 g-=+* B &*S +* B &*SP< B 96!0 g = P< B 96!0 g =

A/ B 6!43 =2 A/ B 6!43 =2 B4%154 g =2 B4%154 g =2

B B B B

B B


191/222

VIVIENDA PRINCIPAL

VI#A DE ENTREPISO VE% (1 % 5) N!4"03 L 7"95M/1 3

B 1%515 g B 1%515 g B 1%515 g

LB 7!95 1!81 3!46 1!641!00 1!66 1!16 1!16 1!83

J 1!00 0!59 0!41 0!39 0!61 M+ 0!00 -620!24 1511!00 -1511!00 99!66M 0!00 -1%334!38 1%334!38 -1%117!07 1%117!18V 633 2108 2683 2557 1424 1R 633 4791 3981

M= 132!5 ?0!00@ 1042!1 998!39 -448!0; 0!42 1!77 0!94P. ?0!00@ 0!97 2!01 1!93 0!75θ 30!12 -429!07 -458!17 528!87 591!40Y 3!25 ?94!49@ 57!81;= B 1!81 -429!07 3!46 528!87 1!64

4%200 g =2 0!00 0!00 0!00 0!00 0!00

240 g =2 0!2 = 2!2 = 1!7 = 1!8 = 0!7 =

B 17!5 = 0!20 =2 2!15 =2 1!66 =2 1!78 =2 0!69 =2, B 2!5 =

!85J W B4080B 20 =

X B 20 =A/=.*B 1!17 =2

6!6 =

B B

B


192/222

VIVIENDA PRINCIPAL

M B 3%448 g-=+* B &*SP< B 96!0 g = 3 Y3 8 2%98M /

A/ B 6!43 =2 B4%154 g =2


193/222

NTREPISO VE%' (6 %7) L 3"77 M/ . N!4"037

B 4%199 g

3!771!00 1!00

1!00 1!000!00 0!00

7914 79147459!2 ?0!00@1!89

?0!00@-9373!70 -9373!70

?11%043!39@

1!89 0!00

0!00

B 7!3 =A/ > B 14!31 =2

A/ - B 1!01 =2

2 \"/) '4K1Mts

3Y3 4 >3 Y5 8 4%1M /

0!710θ3/8


194/222

1!2701!980 32!850 3

14!4914!31 =2 O'RA %0"18

VI#A DE ENTREPISO VE%# (3 %5) L 7"55 M/ . N!4"032%591!27

4 5 B 2%644 g B 2%644 g 2%644

3!46 1!64 1!401!00 0!87 1!83 2!44

0!00 0!32 0!68 1!00

1457!59 -3228!04 -406!67 -2591!27 2591!3

1%457!59 -2%059!23 2%059!23 -2%591!27 2591!27

4400 4748 1844 2493 37027 6592 6194

2204!1 0!00 -1416!4 ?1%452!72@

1!66 0!700!37 0!50 0!86 1!11

-1694!98 1348!03 1348!03 -1493!45 4552!840!00 0!00 1718!3

3!46 1348!03 1!64 -1493!45 1!40

0!00 0!00 0!00 0!00 0!00

2!4 = 3!9 = 3!6 = 2!4 = 4!7 =

2!37 =2 3!74 =2 3!47 =2 2!30 =2 4!52 =2

2\1/2 $1\"/) '3K6Mts

?0!50@ ?1!40@

2 \1/2 '"K"Mts

θ1/2

θ5/8

θ3/4


195/222


196/222

?0!00@ ?0!00@2!94 -1227!35 4!96 3155!84

0!00 0!00 0!00

0!4 = 4!1 = 3!5 =

0!69 =2 4!44 =2 3!88 =2

1\"/) '1K6


197/222

0!77 0!77 0!60 0!810!33 0!56 0!44 1!004186!36 -4186!36 3075!20 0!00

3%304!82 -3%867!26 3%867!28 0!00

4750 4967 3260 17008 8227 1700

2696!7 ?0!00@ 1445!5 ?0!00@2!53 3!26

0!83 0!95 1!56 0!00-1794!16 1309!52 1309!52 1887!43

0!00 ?0!00@

5!17 1309!52 4!96 1887!430!00 0!00 0!00 0!00

4!8 = 3!8 = 5!8 = 1!9 =

A/B6!24 =2 5!16 =2 7!24 =2 2!93 =2

"/) '1K"Mts 1\"/) '2K"2Mts?0!85@ ?1!55@

2 \1/2 ')K+"Mts ?1!55@

2 Y1 2 6M /?0!95@

2 Y1 2 10%5M /

Y1 2 7%5M /?0!30@


198/222

VI#A AU ILIAR VE%AU (E % 6 ) N!3"00 L 5"970M/E # B 1%154 g B 1%154 g

LB 6!0 1!50 4!471!00 2!00 0!67 0!89

J 1!00 0!75 0!25 1!00M+ 0!00 -324!45 2881!25M 0!00 -2%238!83 2%238!83 0!00V -627 2358 3079 2077R %627 5437 2077

M= 170!6 0!00 1870!6 ?0!00@

; ?0!54@ 2!67P. ?0!00@ 0!87 0!00θ 397!49 -957!19 -957!19 2625!12Y 0!00 ?0!00@;= B 1!50 -957!19 4!47 2625!12

4%200 0!00 0!00 0!00

240 g =2 0!3 = 3!9 = 3!2 =

17!5 = 0!26 =2 3!81 =2 3!11 =2

2!5 = 4080 1\1/2 '2K"Mts

20 = ?0!85@

20 = 2 \3/) '6K3Mts

1!17 =2

6!6 =

3%448 g-= 1 Y3 8 5M /

&*S ?0!40@

96!0 g = 2 Y1 2 6%3M /

6!43 =2

4%154 g =2


199/222

VI#A DE ENTREPISO VE%E (5 %5 ) L 1"94 M/ . N!4"035 5

B 1%000 g

LB 1!9 1!941!00 1!00

J 1!00 1!00M+ 0!00 0!00M 0!00 0!00V 970 970R 970 970

M= 470!5 ?0!00@; 0!97P. ?0!00@θ -2640!97 -2640!97Y ?2%451!08@

;= B 0!97 -2336!75

4%200 g =2 0!00

240 g =2 0!7 =

17!5 = 1!12 =2

2!5 =

4080

20 = 2 \3/) '2K2"Mts

20 =

1!17 =2

6!6 =


200/222

3%448 g-= 2 Y3 8 2%25M /

&*S

96!0 g =

6!43 =2

4%154 g =2


201/222


202/222

VIVIENDA PRINCIPALCALCULO DE COLUMNAS


203/222

NIVEL .S PER IL

CONCRETO RC 240

N> 0!00 4!02 C+N ,e 20 20 4K1 2

N> 0!00 1!85 C+N ,e 20 20 4K1 2

N> 0!00 2!67 C+N ,e 20 20 4K1 2

N> 0!00 5!06 C+N ,e 20 20 4K1 2

N> 0!00 2!46 C+N ,e 20 20 4K1 2

N> 0!00 2!15 C+N ,e 25 25 6K5 8

N> 0!00 3!10 C+N ,e 20 20 4K1 2

N> 0!00 4!67 C+N ,e 20 20 4K1 2

N> 0!00 37!89 C+N ,e 20 20 4K1 2

N> 0!00 67!94 C+N ,e 20 20 4K1 2

N> 0!00 6!82 C+N ,e 20 20 4K1 2

N> 0!00 9!37 C+N ,e 30 30 6K5 8

N> 0!00 12!20 C+N ,e 30 30 6K5 8

N> 0!00 49!67 C+N ,e 20 20 4K1 2

N> 0!00 14!65 C+N ,e 20 20 4K1 2

N> 0!00 17!13 C+N ,e 20 20 4K1 2

N> 0!00 42!67 C+N ,e 20 20 4K1 2

N> 0!00 5!95 C+N ,e 20 20 4K1 2


204/222


205/222

VIVIENDA PRINCIPAL

CALCULO DE UNDACIONES E(E UND Pg

A A2 528A A5 720A A6 720A A7 720

1600 0!9 2 720C B 0 B P,+J! 5 720N B 31!941 V B 1!65 6 720N B 20!862 V B 1!62 7 720N B 27!198 V B 0!6 C C8 720

54!074304 D D1 72013!05504 E E5 720

S B 1!5 E E5 720E E8 720

0!80 1!00 1!20 1!40 1!50 1!60 1!80 1 7203 720

0!60 28!6 * 30!3 * 32!1 * 33!8 * 34!7 * 35!6 * 37!3 * 4 7200!80 35!8 * 37!5 * 39!3 * 41!0 * 41!9 * 42!8 * 44!5 * 5 7201!00 43!0 * 44!8 * 46!5 * 48!2 * 49!1 * 50!0 * 51!7 * ' '3 7201!20 50!2 * 52!0 * 53!7 * 55!4 * 56!3 * 57!2 * 58!9 *1!50 61!0 * 62!8 * 64!5 * 66!3 * 67!1 * 68!0 * 69!7 *1!75 70!0 * 71!8 * 73!5 * 75!3 * 76!1 * 77!0 * 78!8 *

S 30.82

Xe e+


206/222

VIVIENDA PRINCIPAL

CALCULO DE UNDACIONES E

: + .85 :>= = $ A ?@ ; Mg =2 g =2 = = = =2 g! =

4200 210 18 14280 80 25 4!80 55%941!12 0!28 2%115

4200 210 28 17850 100 30 9!33 44%752!90 0!38 3%147

4201 210 38 21420 120 30 15!20 44%804!40 0!48 5%054

4200 210 48 24990 140 35 22!40 38%403!77 0!58 6%349

<


207/222

&APATA ACERO# /e . * * . *

30 100 100 Y1 2 1!20= / 12%5 =/

40 140 140 Y5 8 1!60= / 12%5 =/

30 120 120 Y1 2 1!35= / 10 =/

30 100 100 Y1 2 1!20= / 12%5 =/

30 120 120 Y1 2 1!35= / 10 =/

40 140 140 Y5 8 1!60= / 12%5 =/

40 140 140 Y5 8 1!60= / 12%5 =/

30 120 120 Y1 2 1!35= / 10 =/

25 80 80 Y3 8 0!85= / 12%5 =/

25 80 80 Y3 8 0!85= / 12%5 =/

30 100 100 Y1 2 1!20= / 12%5 =/30 100 100 Y1 2 1!20= / 12%5 =/

30 100 100 Y1 2 1!20= / 12%5 =/

25 80 80 Y3 8 0!85= / 12%5 =/

25 80 80 Y3 8 0!85= / 12%5 =/

25 80 80 Y3 8 0!85= / 12%5 =/

25 80 80 Y3 8 0!85= / 12%5 =/

30 120 120 Y1 2 1!35= / 10 =/

30

30


208/222

&APATA ACERO# /e . * * . *

PEDESTAL4θ5 8 2%50M /


209/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011 P e, + O, )03 02 201


VIVIENDA PRINCIPAL

CALCULO DE ESCALERA CONCRE O

N> 4!03

1316!378

5!15 4!03

5!42 8!27

N> 0!00

6!845

LOSA DE ESCALERAN>0!0 A N>4%03 LB6%85M / eB15C=/7' 5'

B 1%316 g

r ,r/ L B 6!85 = 6!85e/ +*e/ 170 g = M 7%720!97

+/e 522 g = V 4%508!60 4%508!60,e ,.=.e* +58 g = R 4"508.60 4"508.60J,./+ 58 g = 0 ?14%178!28@ 21%080!82

, * 10 g = Y ?25%917!64@ O AL 818 * B ;= B 3!43 3%451!27

: r ? 4%200 g =2 0!00\ B 250 g = 240 g =2 2!6 =

: r +, +? , o B 12!5 = 18!23 =2\ B 1%570 g = , B 2!5 =

!85J W B29580 26!3 =B 145 = 21!0 =

X B 15 =A/=.*B 6!04 =2

4!7 = \"/) ]2"Cmts. ar

B

B

A/ ºB5 8

B

1 !4 5

'

7

5


210/222

I*g!(+,ge L ./ #e,,e, '! I*ge*.e,+ . . C!I!V! 41!011 P e, + O, )03

M B 12%753 g-=+* B &*SP< B 522!0 g = \"/) ]


211/222



7!39

6!2

6!845


212/222




213/222

P R E S U P U E S T O D E E J E C U C I O N

OBRAREMODELACION DE VIVIENDA

N!o D 5 67 U7 C 7

OBRAS PRELIMINARES--1 E-319-100-000

M3 4. 3--2 E-319-100-001

E: ; +7 7+ 7 0 @ 1, 0 M3 2. 2--3 E-319-100-001R 7+ + 5 + 7+ M3 1'.09

OBRAS DE CONCRETO TOTAL--' E-32 -000-12

M3 1.!9--( E-331-100-22

M3 0.'9--) E-332-000-22

M3 2.02--* E-332-000-22

M3 8.04--+ E-332-000-22

U 7 = 67 E C +, UD-30'. M= 43 C N + , M


214/222



N!o D 5 67 U7 C 7

U 7 = 67 E C +, UD-30'. M= 43 C N + , M


215/222



N!o D 5 67 U7 C 7

U 7 = 67 E C +, UD-30'. M= 43 C N + , M


216/222



N!o D 5 67 U7 C 7

U 7 = 67 E C +, UD-30'. M= 43 C N + , M


217/222



N!o D 5 67 U7 C 7

U 7 = 67 E C +, UD-30'. M= 43 C N + , M 7 5+ PAVCO + + +7 , 4 5< .- P= 1 .00-3' E- 31-210- 10

I.E. C > 7 F + 7 < , 4 : 2 5< P= 1 .00-3( E- 1-212-12

P= 1.00 TOTAL INST

S7: %o%&9

S< 7 + @ + + 67 + < 67 +7 7 < +, 5

5+ HQC /


218/222

P +5 & +; 7 N ; 1.03

P + U7 + P + T+

' ,000.00 294,424.80

4 ,2 0.00 114,123.3!

2 ,2 0.00 40',241.8! BRAS PRELIMINARES +1';*,-.-'

21 ,403.'8 38', 4 .90

249,222.0' 1!2,!24.!0

249,222.0' 03,13!.81

234,143.80 1,883, 44.8'


219/222

P +5 & +; 7 N ; 1.03

P + U7 + P + T+

21 ,403.'8 2 9,918.!9

43,080.!4 3,4' , 83.92OBRAS DE CONCRETO );)*1;'((.,+

4 ,8!1.00 3 4,811.90

48,!4 .00 '9 ,!'8.'!E H+>

A < < + 8, 3',82'. 9

0,000.00 324,8'9.!4 TOTAL ENCOFRADOS 1;3*(;'(-.31

2,3 !.00 1 9,4'3.81

3,2 8. 0 28!,3!9.00


220/222

P +5 & +; 7 N ; 1.03

P + U7 + P + T+

3,2 8. 0 49!,234.00

2,3 !.00 121,1'!.00

2,! 0.00 49!,!4!.00ACERO DE REFUERZO 1;()2;,,-.+1

1, 48,200.00 1, 48,200.00

84 00.00 84, 00.00

4 8000.00 4 8,000.00 TOTAL HERRERIA

2;(,-;*--.--

2 !80.00 4,213,812.00E H+> 8,'92,3!2.

A < < + 1!,229,199.14


221/222

P +5 & +; 7 N ; 1.03

P + U7 + P + T+

1' !8.00 1,2!2,049.00

12 !8.00 2,120,32'.00

12 !8.00 2,18',!'1.00 TOTAL AR


222/222

P +5 & +; 7 N ; 1.03

P + U7 + P + T+

ALACIONES SANITARIAS )3';+1).-1

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Calculo Caronoco Victor Medina CASA GRANDE (1)