gi memoriu instalatii sanitare

7/24/2019 GI Memoriu Instalatii Sanitare

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S.C.GENERAL INSTAL COMP S.R.L.PROIECTARE INSTALATII

REGISTRUL COMERTULUI ROMANIA J15/626/12.06.2006 RO 18756792

INSTALATII SANITARE

CONSTRUIRE MAGAZIN « PENNYMARKET » SI MAGAZIN CU PRODUSEDIN CARNE SI BRANZETURI - PARTER,

ACCESE AUTO SI PIETONALE,

AMENAJARI EXTERIOARE,SISTEMATIZARE VERTICALA, RECLAMEFATADA SI PARCARE, TOTEMPUBLICITAR, IMPREJMUIRE,

BRANSAMENTE UTILITATI, MONTAREPOST TRAFO, ORGANIZARE SANTIER

MILITARI RESIDENCE,COM CHIAJNA,JUD.ILFOV

Faa !" #$%&"'(a$" ) D.T.A.C.B"*"+&'&a$ ) SC REE PROJECTENTICKLUNG S.R.L.P$%&"'(a*( "*"$a ) S.C. EDGE STUDIO S.R.L.P$%&"'(a*( !" /#"'&a&(a(" ) S.C. GENERAL INSTAL COMP S.R.L.

P$%&"'( *$. ) 012132405



S.C. GENERAL INSTAL COMP S.R.L.

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ACEST PROIECT REPREZINTĂ PROPRIETATEA INTELECTUALĂ A S.C. GENERAL INSTAL COMP S.R.L.ŞI ORICINE POATE FOLOSI ACEST PROIECT DOAR CU ACORDUL FIRMEI

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LISTA SEMNATURI:

S"+ P$%&"'( A$6. I. GHIORGHE

P$%&"'(a*( I*. I%*7( BIRO

I*. A"8a*!$7 MELITA

V"$&+&'a( I*. B%!a* POPESCU




BORDEROU

A. PIESE SCRISE:

FOAIE DE GARD9

LISTA DE SEMN9TURI

BORDEROU PIESE SCRISE SI DESENATE

MEMORIU TEHNIC

B. PIESE DESENATE:

IS40 - PLAN CANALIZARE MENAJERA

IS42 - PLAN ALIMENTARE CU APA

IS41 : PLAN HIDRANTI INTERIORI

IS4; : SCHEMA FUNCTIONALA

IS4< : PLAN RETELE EXTERIOARE




MEMORIU TEHNIC

1.DATE GENERALE

P$""*(a !%'7="*(a>&" ($a("a? a +aa D.T.A.C. &*/(aa>&&" /a*&(a$" a+"$"*("7'$a$&& ) MAGAZIN « PENNY MARKET » SI MAGAZIN CU PRODUSE DIN CARNE SI BRANZETURI

PARTER,ACCESE AUTO SI PIETONALE, AMENAJARI EXTERIOARE, SISTEMATIZARE VERTICALA,RECLAME PE FATADE SI PARCARE, TOTEM PUBLICITAR , IMPREJMUIRE, BRANSAMENTE LAUTILITATI, MONTARE POST TRAFO, ORGANIZARE DE SANTIER '" 7$="a? a +& '%*/($7&( @* STR. APEDUCTULUI 3 SOARELUI, NR. T.;43; P0002, NR. CAD. 540<2, SAT DUDU, COMUNA CHIJANA,JUDETUL ILFOV.

Documentatia trateaza urmatoarele categorii de lucrari:- instalatiile sanitare curente de apa rece/calda si canalizare pentru obiectele sanitare;

- instalatia de canalizare a apelor pluviale ;

- instalatia de combaterea incendiului cu hidranti interiori ;

- instalatia de combaterea incendiului cu hidranti exteriori ;

La întocmirea proiectului s-au avut in vedere )- I.9–2015 - ormativ privind proiectarea! executarea "i exploatarea instala#iilor sanitare

a$erente cladirilor;- % 11& / 1999 - ormativ de si'uran#( la $oc a construc#iilor;- % 11&/2 - 201) - ormativ de si'uran#( la $oc a construc#iilor;- *+,* 1& – Instala#ii sanitare. ,limentarea cu ap( la construc#ii civile "i industriale.

%rescrip#ii $undamentale de proiectare.- * 1&-1/200 – Instala#ii sanitare. eterminarea debitelor de ape uzate de canalizare.

%rescrip#ii de proiectare.- * 1&-2/200 – Instala#ii sanitare. eterminarea debitelor de ape meteorice.

%rescrip#ii de proiectare.- *+,* 2)-&) – onstructii hidrotehnice. Incadrearea in clase de importanta .

- *+,* 90-) – 3idrotehnica. %loi maxime. Intensitati! durate! $recvente .- *+,* 195-& – Instala#ii sanitare. analizare interioara. %rescrip#ii $undamentale de proiectare.

- *+,* 05- – +eren de $undare. ,dancimi maxime de in'het.- *+,* 2)&9-92 – onstructii civile! industriale si a'ricole. 4'heaburi si burlane.- rdin 6.,.I. nr. 1) / 200 privind orme 7enerale de ap(rare 8mpotriva incendiilor;

,le'erea solutiilor s-a $acut dupa criterii tehnice si economice! tinand seama de necesitatilespeci$ice si de posibilitatile de realizare. In analizele privind economicitatea unei solutii! s-au luat inconsiderare toate aspectele le'ate de costul investitiei si al exploatarii.

2. N!TALAT DE AL"ENTARE #$ A%&'.1 sursa de apa

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% $a(a$a !" 6&!a a +&"'a$" *&".La aa /& a$+7 '%%a*"& /" %$ =%*(a #7*'(" +&8" !"a/"="*& /" a =%*(a 'a(" 7* #7*'( +&8 &*($" !%7a'%=#"*/a(%a$" /7''"//&", '%*+%$= NP441-Q5.

3. N!TALAT DE #0"4ATERE A N#END$L$

E'6&#a$"a 'a!&$&& '7 &*/(aa(&& !" /(&*"$" a &*'"*!&&%$ /-a +a'7( , &* '%*+%$=&(a(" '7 N%$=a(&#"*($7 /"'7$&(a("a a &*'"*!&7 a '%*/($7'(&&%$, Pa$("a a II-a : I*/(aa(&& !" /(&*"$", &*!&'a(& P 0032-2401$"7(a*! 7$=a(%a$"" )

- 2idranti e5teriori 6' 7idranti8 sunt calculati pentru un de9it total de 1l;s si cu <unctionare+7 .

- 2idrantii interiori sunt calculati pentru un de9it total de .'l;s si <unctionare 1 min.

3.1 instala(ia de 7idranti interiori

E'6&#a$"a ("6*&'? a '?!&$&&, '7 6&!$a*>& !" &*'"*!&7 &*("$&%$&, /" $"a&"a?, &* '%*+%$=&(a(" '7*%$=a(&7 #$&&*! /"'7$&(a("a a &*'"*!&7 a '%*/($7'(&&%$, Pa$("a a II-a, I*/(aa(&& !" /(&*"$", &*!&'a(&P0032-2401.N7=a$7 /& a=#a/a$"a 6&!$a*(&%$ !" &*'"*!&7 &*("$&%$& /-a !"("$=&*a( (&*a*! /"a=a !"*7=a$7 !" "(7$& &* +7*'(&7*" /&=7(a*a 'a$" ($"7&" /a a(&*a +&"'a$" #7*'( '%=7/(&& !&* &*("$&%$7'a!&$&& /& !" $aa !" a'(&7*" a 6&!$a*(77&.

C%*+%$= a$(. ;.1< !&* P0032-2401 /& a*"8a *$. 1, 6&!$a*(&& &*("$&%$& ($"7&" /a a/&7$" =&*&=7=!%7a "(7$& &* +7*'(&7*" /&=7(a*a /& (&=#7 !" +7*'(&%*a$" =&*&=7= 04 !" =&*7(", a/(+" #$&* #$%&"'( /aa/&7$a( = 7i >'5'.1> .' l;sec .

H&!$a*(&& !" &*'"*!&7 &*("$&%$& /" %$ "'6&#a '7 +7$(7* /"=&$&&! '7 !&a="($7 !" 11 == & 7*&=" 14 = '%*+%$= SR EN 50-0 /& >"a? !" $"+7a$" '7 !&a="($7 a7(a77& !" 02 ==. U/&" '7(&&%$ ($"7&"

/a /" !"/'6&!a '7 =&*&=7= 04 #"*($7 a #"$=&(" +7$(7*77& /a +&" =&/'a( &"$ &* (%a(" !&$"'(&&".I* a#$%#&"$"a 6&!$a*(&%$ !" &*'"*!&7 /" %$ =%*(a a=#& #"*($7 a/&7$a$"a &7=&*a(77& !"

/&7$a*(a /& =a$'a$"a a'"/(%$a, '%*+%$= #$%&"'(77& !" &*/(aa(&& ""'($&'".H&!$a*>&& &*("$&%$& %$ +& a=#a/a>&&* '%*'%$!a*(a '7 '"$&*>"" !&* P0032-2401, &* %'7$& &&&" /& 7%$ a''"/&&" &* 'a !" &*'"*!&7.C%*!7'("" !" !&/($&7>&" a a#"& %$ +& $"a&a(" !&* >"aa !" %(" &*'a(.

3.' nstala(ia de 7idran(i e5teriori

E'6&#a$"a ("6*&'? a '?!&$&&, '7 6&!$a*>& !" &*'"*!&7 "8("$&%$&, /" $"a&"a?, &* '%*+%$=&(a(" '7*%$=a(&7 #$&&*! /"'7$&(a("a a &*'"*!&7 a '%*/($7'(&&%$, Pa$("a a II-a, I*/(aa(&& !" /(&*"$", &*!&'a(&P0032-2401.

C%*+%$= W *%$=a(& !" /&7$a*(a a +%' a '%*/($7'(&&%$, &*!&'a(& P 0032 - 2401, a*"8a *$. ,

!"&(7 !" a#a #"*($7 /(&*"$"a !&* "8("$&%$ a 7*7& &*'"*!&7 a +& = 7e > 1? l;s. J"(7$&" !" a#a $"a&a("'7 a7(%$7 6&!$a*(&%$ !" &*'"*!&7 "8("$&%$& a(&* (%a(" #7*'("" '%=7/(&&" a" 'a!&$&& #$%("a(",'%*/&!"$a*! $aa !" a'(&7*" a 6&!$a*(&%$ &* +7*'(&" !" 7*&="a +7$(7*77& =a8.024 =.

C%*+%$= W *%$=a(& !" /&7$a*(a a +%' a '%*/($7'(&&%$, &*!&'a(& P 0032 - 2401, a$(. 5.0Q. !7$a(a!" +7*'(&%*a$" a 6&!$a*(&%$ !" &*'"*!&7 "8("$&%$&, "/(" T 04 =&* 1 %$".

H&!$a*>&& "8("$&%$& /" %$ a=#a/a a % !&/(a*>? !" =&*&=7= < = +a>? !" &!7 %&"'(&77& #" 'a$" @#$%(""a?, a 2 = !" %$!7$a #?$>&& 'a$%/a&" & a 0< = !" %&"'(&"" 'a$" $a!&a? &*("*/ '?!7$a @* 'a!" &*'"*!&7.

R">"a7a !" a&="*(a$" '7 a#? a 6&!$a*>&%$ "8("$&%$& #"*($7 /(&*"$"a &*'"*!&77& /" a $"a&a '7'%*!7'(" !&* PEHD '7 !&a="($7 D* 044==, #%a(? @*$%#a( /7 a!*'&="a !" @*6">.F&"'a$" 6&!$a*( "8("$&%$ a a"a #$"?7( #" '%*!7'(a !" $a'%$! '(" 7* $%&*"( !" '%*'"/&" /7("$a*, '7!&a="($7 D*044==, /&&a( &* #%&(&a W D"/'6&/ W.




3.+ Gospodaria de apa pentru incendiu

A&="*(a$"a '7 a#a a &*/(aa(&&%$ !" /(&*"$" a &*'"*!&&%$, /" $"a&"aa !&* $""$%a$" (a=#%* /&/(a(&" !" #%=#a$". S7$/a !" a#a ($"7&" #$%("a(a &=#%($&a &*6"(77&, /"'a$&&, &*7*!a$&& /a7 a %$&'a$%$ a(" '%*!&(&& 'a$" a$ #7("a $"!7'" !"!&(7, $""$a !" a#a /a7 a$ +a'"-% *"+7*'(&%*aa.

V%7=7 !" a#a #"*($7 /(&*/ &*'"*!&7 a a/&7$a 'a*(&(a("a !" a#a *"'"/a$a $"(""& !" /(&*/&*'"*!&7 '7 6&!$a*(& "8("$&%$& , 6&!$a*(& &*("$&%$& /& /#$&*"$" a/(+")

@olum total 2idranti interiori............................................@ 2 > '.3 m+@olum total 2idranti interiori............................................@ 2E > 1B m+@olum totalCCCCCCCCCCCCCCCCCC........@ 2 > 11.3 m+ @util> 111 m+

D"&(7 !" a#a *"'"/a$ $"+a'"$&& $""$"& !" a#a #"*($7 /(&*"$"a &*'"*!&&%$ @* ("$="* !" =a8&=2; %$" a +&) $& 000 )2; ;.52 =136.

R""$%$7 a +& #$"a7( '7 /"*%$& !" *&" #"*($7 a /(& &* #"$=a*"*(a *&"7 a#"& !&* $""$%$.S"*%$&& !" *&" %$ ($a*/=&(" &*+%$=a(&&" &* &$%7 '" a a!7& '"*($aa !" /"=*a&a$" &*'"*!&7. S" %$ #$""!"a !" a/"="*"a &*!&'a(%a$" !" *&" %'a", &&&" #"*($7 a /" #7("a &7a&a &* #"$=a*"*(a*&"7 a#"& !&* $""$%$. P" '%*!7'(a !" a&="*(a$" a $""$%$77& !" &*'"*!&7 /" %$ #$""!"a $%&*"(&'7 #7(&(%$. R%&*"(&& '7 #7(&(%$ %$ +& !7a(& !" % ""'($%a*a '%=a*!a(a !" /"*%$&& !" *&". D&*$""$%$7 !" &*'"*!&7 a +& #$"a7( '7 $a'%$! (&# A S(%$ D*044 #"*($7 a&="*(a$"a !&$"'(a a #%=#"%$

=%&". P"*($7 a/&7$a$"a #a$a="($&%$ !" !"&( /& #$"/&7*" *"'"/a$& +7*'(&%*a$&& &*/(aa(&&%$ !" /(&*/&*'"*!&7 /" a #$""!"a 7* $7# !" #%=#a$" +%$=a( !&* #%=#" ""'($&'", 7*a a'(&a, 7*a !" $""$a /& %#%=#a #&%( !" '%=#"*/a$" #"*($7 a ="*>&*" % #$"/&7*" '%*/(a*(? @* /&/("=, #$"/&7*" 'a$" #%a(" +&/"(a(? #$&* &*("$="!&7 #a*%77& !" a7(%=a(&a$" & '%*($%. F&"'a$" #%=#a a'(&a /& !" $""$a "/("!&="*/&%*a(a #"*($7 &*($" !"&(7 &*/(aa(&"&.




BREVIAR DE CALCUL

1. DETERMINAREA DEBITELOR DE ALIMENTARE CU APA SI CANALIZARE

1.1 Determinarea deite!"r de a!imentare #$ a%a

C%*+%$= STAS 0;-Q4 & STAS 01;130-2445)D"&(7 !" a#? #%(a&? a+"$"*( '%*/7=77& ="*a"$ /" a a/&7$a !" a '%*!7'(a !" $a*a="*(.N"'"/a$7 !" a#?, 'a'7a( '%*+%$= STAS 0; : Q4 "/(" 'a'7a( '%*+%$= a%$&(=77& 7$=a(%$ )

- !"&( ="!&7 &*&', *%(a( zimed Q a'"/(a $"#$"&*(a ="!&a %7="%$ !" a#a 7(&&a(" &*&' &*!"'7$/7 7*7& a*, &* =13& )

∑ ∑= =

⋅=

n

k

m

i s

zimed ii N Q q1 1

)()(1000

1 m) /zi:

- !"&( =a8&= &*&', *%(a( max ziQ a'"/(a $"#$"&*(a %7=7 !" a#a 7(&&a( &* &7a'7 '%*/7=

=a8&= &* !"'7$/7 7*7& a*, &* =13& )

∑ ∑= =

⋅⋅=

n

k

m

i ZI s

zi iii N Q K q1 1

max )()()(1000

1 m) /zi:

- !"&( %$a$ =a8&=, *%(a( maxorar Q a'"/(a $"#$"&*(a a7a$"a =a8&=a a '%*/7=77& %$a$ !&*&7a &"" !" '%*/7= =a8&=, &* =136 )

m3/zi][)()()()(24

1

1000

1

1 1

max ∑ ∑= =

⋅⋅⋅⋅=

n

k

m

iorar ZI s

orar iiii N Q K K q

)(i N - "/(" *"'"/a$7 !" 7(&&a(%$&

)(iq s - "/(" !"&( /#"'&+&') 'a*(&(a("a ="!&" &*&'a !" a#a *"'"/a$a 7*7& '%*/7=a(%$, &*&($&3'%*/7=a(%$ /& &

)(i K ZI - "/(" '%"+&'&"*( !" a$&a(&" &*&'a /" "8#$&=a /7 +%$=a aa("$&& a%$&%$ '%*/7=77&+a(a !" ="!&", a!&="*/&%*a)

)(/)()( max iQiQi zimed zi ZI K =

)(i K orar - "/(" '%"+&'&"*( !" a$&a(&" %$a$a /" "8#$&=a /7 +%$=a aa("$&& a%$&%$ =a8&="

%$a$" a" '%*/7=77& +a(a !" ="!&a &* &"" !" '%*/7= =a8&=, a!&="*/&%*a.

)(/)()( max iQiQi orarmed orar orar K =,

24/)()( max K K o ziorarmed iQi ⋅=

I*!&'&& !" /7=" a7 /"=*&+&'a(&a) - /" $"+"$a a 'a("%$&a !" *"'"/a$ !" a#a *"%& %/#%!a$"/(&, #7&'"& - /" $"+"$a a (&#7 !" '%*/7=a(%$& /& !"&( /#"'&+&' #" (&# !" '%*/7=a(%$

#oe<icienti de variatie zilnica si orara ai necesarului de apa

#oe<icient de variatie zilnica 6zi8 : /" /(a&"/(" #"*($7 +&"'a$" (&# !" '%*/7=, '%*+%$= (a"77& !"

=a& %/)

Nr. one sau localitati di<erentiate in <unctie de gradul de dotare F s6i8 zi 6i8




zonei cu instalatii de apa rece? calda si mena*ere l;om?zi 1 one in care apa se distribuie prin cismele amplasate pe strazi

$ara canalizare50 1.50/2.0

0 ' one in care apa se distribuie prin cismele amplasate in curti $ara

canalizare50..0 1.0/1.&

0 + zone cu 'ospodarii avand instalatii interioare de apa rece! calda

si canalizare! cu preparare individuala a apei calde100..12 0

1.)0/1.0

zone cu apartamente in blocuri cu instalatii interioare de aparece! calda si canalizare! cu preparare individuala a apei calde 150..1& 0 1.20/1.)5

#oe<icient de variatie orara 6o8 /" /(a&"/(" #"*($7 +&"'a$" (&# !" *"'"/a$ !" a#a, '%*+%$= (a"77&

!" =a& %/ )

Numarul total de locuitori ai localitatiii;zonei

de presiune considerate o

<10.000 2!00=)!00 15.000 1!)0=2!00 25.000 1!)0=1!50 50.000 1!25...1!0 100.000 1!20=1!)0 >200.000 1!15=1!25

1.' Determinarea de9itelor de canalizare

1.'.1 De9itul de calcul pentru conductele de canalizare a apei uzate mena*ere

ebitul de calcul pentru conductele de le'atura ale obiectelor sanitare sau punctelor de consumeste e'al cu debitul speci$ic ?

QQS C

= l/s:

%entru celelalte conducte de canalizare a apelor uzate mena@ere! debitul de calcul! QC ! secalculeaza cu relatia 'enerala?

max s sc qQQ += l/s:

QS - debitul! corespunzator valorii sumei echivalentilor! E S ! ai obiectelor sanitare si ai

punctelor de consum! ce se scur'e in reteaua de canalizare considerata! in litri pe secunda;

max sq

- debitul speci$ic de scur'ere cu valoarea cea mai mare care se scur'e in reteaua decanalizare considerata! in litri pe secunda;

De9itul zilnic mediu

zimed uQ )

m) /zi:

De9itul zilnic ma5im

max ziuQ )

zimed zimed u QQ =




maxmax zi ziu QQ = m) /zi:

De9itul orar ma5im Quorar max

)

maxmax oraroraru QQ = m) /zi:

Apele uzate mena*ere îndeplinesc condi(iile impuse de Normativ NT%A'.

Aalorile consumurilor de apa precum si a evacurilor de ape uzate sunt calculate si consemnate intabelul urmator in $uctie de destinatia cladirii si a numarului de persoane a$erente ?

I*(%'=&(,I*. I%*7( BIRO

gi memoriu instalatii sanitare

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