Rooms t$at accommodates one container of 1.1 cu2ic mt capacit.
.
Room t$at accommodates one container of .! cu2ic mt capacit or t+o containers of 1.1 cu2ic mt capacit eac$
3.
Room t$at accommodates to+ containers of .! cu2ic mt capacit eac$
).
Room t$at accommodates t$ree containers of .! cu2ic mt capacit eac$
!.
Room t$at accommodates four containers of .! cu2ic mt capacit eac$
Page ) of 93
-.
c.
ore t$an 16### 4g of gar2age
Num2er of gar2age collection rooms s$all 2e determined 2 studing eac$ case Alternativel t$e same a2ove rates s$all appl to $alf t$e ;uantit in excess of 16### 4gs.
Huantit of gar2age s$all 2e calculated in accordance +it$ follo+ing rates 1. Residential use at t$e rate of 1 4g for eac$ 16### s;uare feet of t$e foundation area. . 'ommercial use6 at t$e rate of 1 4g for eac$ 16### s;uare feet of t$e functional area. 3. 5ffice use6 at t$e rate of ! 4g for eac$ 16### s;uare feet of t$e functional area. ). 0otels6 at t$e rate of 3 4g for eac$ room6 ! 4gs for eac$ suite. *$e remaining elements s$all depend on t$e tpe of 2usiness activit.
d.
In order to determine t$e area of gar2age collection rooms6 t$e follo+ing dimensions s$all 2e endorsed 1. Bar2age collection rooms s$all accommodate all t$e re;uired containers as per t$eir standard si8e as follo+s. 1.1
Dimension of .! cu2ic meter container s$all 2e ().1/ feet x ).)- feet" or (1 cm x 13-"
1.
Dimension of .! cu2ic meter container s$all 2e ().- feet x -./# feet" or (1) cm x #)"
. A clearance of (1" foot s$all 2e left 2et+een t$e containers and t$e +alls of t$e gar2age room. 3. A clearance of (1" foot s$all 2e left in 2et+een containers on all sides. ). A clearance of (" feet s$all 2e left 2et+een t$e container and t$e front facade of t$e room in +$ic$ t$e door t$at leads to t$e gar2age room is situated. !. @idt$ of t$e inner passage of t$e gar2age room s$all not 2e less t$an ()" feet.
Page ! of 93
e.
@idt$ of t$e gar2age room door s$all 2e ade;uate enoug$ to allo+ t$e eas entr and exit of container. Suc$ +idt$ s$all not 2e less t$an a minimum of (-" feet.
f.
0eig$t of t$e gar2age room s$all not 2e less t$an (" feet as a minimum.
g.
Dimensions and door of t$e gar2age s$all depend on t$e met$od of movement of containers inside it and accessi2ilit to all containers for moving t$em to+ards t$e door.
$.
In $otels and speciali8ed premises6 a $draulic compressor ma 2e provided after special stud s$all $ave 2een su2mitted and t$e department concerned s$all $ave 2een o2tained provided t$at its si8e s$all not 2e less t$an re;uired.
i.
In educational institution 2uilding6 a collections complex for gar2age containers s$all 2e provided. Its space s$all 2e ade;uate for t+o containers of .! cu2ic meters6 one to 2e allocated for papers and t$e ot$er for ot$er +aste material.
7.
In $ealt$care institution 2uildings a collection complex for gar2age containers s$all 2e provided. Its space s$all 2e ade;uate for to+ containers or .! cu2ic meters in additional to container necessar for patient rooms6 offices and administrative areas. 'apacit to 2e calculated on 2asis of 1 4g for eac$ 16### s;uare ft of t$e net area.
4.
In la2our accommodation 2uildings. A collection complex ade;uate enoug$ to accommodate t$e re;uired gar2age containers. It space s$all 2e ade;uate for one containers of .! cu2ic metres for eac$ 1#6### s;uare ft of t$e total 2uilding area su27ect to a minimum of one container.
l.
In industrial 2uilding (+are$ouses or lig$t dut +or4s$ops" a collection complex not less t$an (1#ft x 1#ft" +it$ +as$a2le floor tiles and +ater suppl outlet for +as$ing. Space s$all 2e ade;uate enoug$ to accommodate t$e re;uired gar2age container at t$e rate of one container of .! cu2ic meters for eac$ #6### s;uare ft of t$e total 2uilding area. In $eav industrial 2uilding6 speciali8ed industries6 sports clu2s6 gar2age rooms and categor and num2er of gar2age rooms s$all 2e determined according to relevant studies to 2e proved 2 t$e competent department
m.
In residential villas6 t$e follo+ing s$all 2e ta4en into consideration 1. In compound comprising investment villas6 consolidated gar2age rooms s$all 2e provided as per specifications outlined in Article (!1" $erein and t$e follo+ing ta2le.
Page - of 93
No. of villas
'ontainer capacit
No. of containers
1 1#
.! cu2ic mt
1
11 #
.! cu2ic mt
1 : 3#
.! cu2ic mt
3
31 : )#
.! cu2ic mt
)
. In case t$e num2er of villas in one compound exceeds )# villas6 1 No. container of .! cu2ic mt s$all 2e provided for eac$ ten. A stud for t$e gar2age collection procedure including transportation to a collection area provided +it$ compacting containers ma 2e su2mitted for su2mitted for approval 2 t$e department concerned. 3. In case increase in t$e num2er of containers in one compound a2ove t$e num2er stipulated in t$is Article6 t$e num2er of gar2age collection rooms s$all 2e increased to more t$an one room. n.
'ategor and capacit of containers in industrial areas la2our accommodation areas and in some speciali8ed pro7ects ma 2e replaced +it$ ot$er categories as approved 2 t$e department concerns.
rticle !"3# Structural conditions .
a. Structural design of t$e 2uildings s$all 2e done 2 a ;ualified structural engineer licensed to practice t$e profession and approved 2 t$e competent department. 2. Re;uirements to ensure efficienc and relia2ilit of 2uildings. %uilding and all t$eir components and +ell as material used t$erein6 t$ereof in s$all $ave to satisf t$e minimum safet standards and long life tune assurance against follo+ing factors 1. *$e most dangerous stresses and loads or com2inations t$ereof in respect of effects on t$e 2uilding including com2inations of stresses and loads t$at cause serial and successive collapsing. . An ot$er effects including corrosion of steel +$ic$ t$e 2uilding ma 2e su27ected to. Page / of 93
rticle !"4# ppro/ed Codes+
%uildings and structures s$all 2e designed in accordance +it$ standard codes applica2le in ngland and listed $ereunder6 or ot$er codes approved 2 t$e competent department or an updates t$ereof satisf t$e re;uirements of t$is Regulation. a.
(oad codes
1.
Dead and live loads affecting 2uildings. %ritis$ standard (%S" code N#. -3996 part one QBeneralQ 199-6 su27ect to follo+ing exceptions.
2+
1.1
,ive load on me88anine floor s$all not 2e less t$an (! GNs;uare mt" in commercial and industrial 2uildings.
1.
,ive load s$all not 2e less t$an 3.! GN s;uare mt in car par4ing 2uildings and car par4ing levels in ot$er 2uildings.
1.3
,ive load in design of flat sla2s sand post tensioning slaps s$all not 2e less t$an 3 GN s;uare mt in all 2uildings t$at ma 2e exposed to live load less t$an suc$ figure. @all loads s$all also 2e added to t$e live loads.
@ind effect 9 loads
%ritis$ standard (%S" code No. -3996 part t+o QBeneralQ 199!6 or %ritis$ standard (%S" code No. 36 '$apter =ive6 part t+o6 19/. In s$ould 2e noted t$at design +ind speed in Du2ai in )! mt second. 3+
(i/e loads on roofs
%ritis$ standard code No. %S -3996 part t$ree6 19. Dnamic effects and concentration of loads resulting from air:conditioning e;uipment +ater tan4s sand collection6 landing of $elicopters s$all all 2e ta4en into consideration. )
8art-:ua1e loads
).1 American <%' %uilding 'ode6 '$apter sixteen6 divisions from III to 6 199/6 ta4ing into consideration follo+ing factors in calculating t$e $ori8ontal forces e;uivalent to effects of eart$;ua4es. ). Soil factor to 2e sleeted on 2asis of (Se" factor for coastal areas6 areas in +$ic$ t$e underground +ater level is $ig$ sand soil. Page of 93
c+ Design codes
1. =oundations su2:structures %S ##) 199/. . Reinforced concrete structures of pre:stressed concrete or regular concrete. %S N#. (11#" .1 %S 11#6 part one 199/
. %S 11# part6 3 19! 3.
Steel structures
%S ))9 Part. *o+ 19-9 or %S !9!# 3.1 3. 3.3 3.) ).
%S !9!# part 16 19! %S !9!# part 6 19! %S !9!# part )6 19 %S !9!# part !6 19/
'omplex steel structures %ritis$ standard 'P 11/6 part 1 19-!
!.
'oncrete 2loc4 structures %ritis$ standard !-6 part one6 19/ 19!6 as read +it$ part t$ree of same code for 19! plus local orders issued 2 unicipalit in respect of concrete 2loc4s.
-.
Aluminum structures %ritis$ standards 'ode 'P 1 19-9
/.
*im2er structures %S !- part 19-9 and %S !- part 3 19!
c. 5t$er design codes
Page 9 of 93
Structural designs ma 2e prepared 2 referring to 2uilding codes ot$er t$an %ritis$ codes6 provided t$at approval of competent department s$all $ave 2een o2tained.
rticle !""# Design and e
a.
2.
In order to prevent serial successive collapsing of all 2uilding of ! or more floors (inclusive of 2asements" t$e follo+ing s$all 2e ta4en into consideration 1.
ain and sensitive elements in t$e structural s$all 2e designed in order to ta4e an exceptional external force of 3) Gilo Ne+ton s;uare mt acting alternativel on all sides of suc$ element6 in addition to ot$er loads to +$ic$ suc$ element is exposed.
.
All structural elements s$all 2e designed in order to allo+ containing an collapsing immediatel +$en it ta4es place6 +it$in /# s;uare mt or 1!J of t$e floor area +$ic$ever is less for t$e relevant floor6 t$e one rig$t a2ove it and t$e rig$t 2elo+ it".
Re;uirements under item ( a " in t$is Article ma 2e fulfilled for five floor 2uildings or $ig$er6 at t$e time of construction after tal4ind into consideration t$e code regulations in connection +it$ tie 2eams inside t$e 2uilding or misuse of t$e 2uilding or in case of accidents6 and after compling +it$ t$e follo+ing. 1.
%S 11#6 clause ... part 1 199/ and clause - part 19! for concrete structures and per:stressed concrete.
.
%S !9!#6 clause .).!.36 part 1 199# steel structures.
3.
%S !-6 clause 3/ 6 part 1 19!.
'ompliance +it$ a2ove clauses reduces t$e structures a2ilit to collapse.
c.
rticle eart-:ua1e design
=or purpose of reali8ing re;uirements listed under su2:article (a" of t$is Article6 design of 2uildings of ! or more floor $eig$ts s$all ta4e into consideration eart$;ua4e stresses as stipulated under Article .1 d. d+
Design for anti -ori7ontal force
In case of design for $ori8ontal force6 design s$ould 2e 2ases on a larger force stress t$an t$e eart$;ua4e force6 +ind effect6 $ori8ontal force defined under Page 9# of 93
article (.).1.3." or %ritis$ standard specifications 11#6 part 1 199/ 6 0o+ever specifications of reinforcement steel s$ould conform +it$ re;uirements for eart$;ua4e stresses.
rticle !")# Concrete bloc1 structures
a.
@alls s$all 2e constructed of regular concrete 2loc4s put toget$er in ro+s using cement mortal. Specifications of 2loc4s s$all satisf re;uirements stipulated under t$e legislation and circulars passed 2 unicipalit. ,ig$t +eig$t $allo+ 2loc4s s$all not 2e used in case of 2earing tpe +alls. 0o+ever6 +$en suc$ 2loc4s are used for laer of plaster or +ater proof paint. %loc4 +or4 s$all compl +it$ %ritis$ standard specification %S !-6 part 1 19/19!. ,oading capacit of t$e 2loc4 +or4 used for 2earing tpe +alls s$all matc$ t$e t$ic4ness of suc$ +alls as follo+s. 1.
@$en solid 2loc4s are used for +all 2earing tpe6 loading2earing capacit s$all not 2e less t$an 9 Ne+tonmm for all different +all t$ic4nesses.
.
@$en $ollo+ 2loc4s are used for +all 2earing tpe (for 2uilding $eig$ts not exceeding t+o floors" loading 2earing capacit s$all not 2e less t$an - Ne+tonmm and +all t$ic4ness s$all not 2e less t$an inc$es.
3.
@all 2earing tpe to - inc$ or less t$ic4ness s$all not 2e constructed except 2 t$e use of solid 2loc4s.
).
%loc4+or4 of less t$an - inc$ t$ic4ness s$all not 2e used for single +all 2earing tpe. 0o+ever6 it ma 2e used of dou2le +alls toget$er +it$ tie elements in 2et+een. %earing capacit referred to a2ove6 represent t$e average figure for 2earing capacit for 1# 2loc4s to 2e selected in accordance +it$ %S -#/36 part .
!.
2.
Cement mortar 'ement mortal used in construction of +alls s$ale 2e e;uivalent in strengt$ to at least 11- (Portland cement6 limestone6 fine sand" as proportions of dr material 2 volume or as per proportions stipulated under %ritis$ Standard Specification %S !- part 1 19/ 19! for mortar classified as grade 36 +$ile ensuring conformit 2et+een t$e cement mortar6 2loc4s and location.
c.
Bloc1or1 tie elements .
Page 91 of 93
%S 1)36 19/ for specifications of metal tie elements used in t$e dou2 le +alls6 unless suc$ +all are exposed to severe environmental conditions6 in +$ic$ case stainless steel s$all 2e used as per %S !-6 part 3 (19!". d+
@all bearing type
@all 2earing 2loc4+or4 s$all 2e securel tied at 2ot$ ends 2 a lateral support +all or 2 a concrete column. Suc$ supports s$all $ave ade;uate measurements in order to provide support to t$e full $eig$t of t$e 2earing tpe +all. e.
Deep cutting or c$opping in t$e 2loc4+or4 s$all not exceed one t$ird of t$e +all t$ic4ness. 0ori8ontal c$opping of +alls s$all not e xceed one sixt$ of t$e +all. 'are s$all 2e ta4en in order to ensure t$at suc$ cutting c$opping s$all not affect t$e +all 2alance.
rticle ! ", # Soil and foundation tests
=ollo+ing s$all 2e ta4en into consideration +$ile designating foundations (except for one floor $eig$t 2uildings". a.
2.
'onducting soil investigation tests at t$e site of +or4s 2 a soil investigation la2orator licensed to operate in t$e mirate of Du2ai. =ollo+ing tec$nical aspects s$all 2e studied.
1.
'ategor and c$aracteristics of t$e relevant soil.
.
ngineering recommendations as regards 2earing capacit of t$e soil and anticipated settlement.
3.
,evel6 c$aracteristics and ingredients of underground +ater.
).
ffect of soil and underground +ater on t$e extent of steel corrosion and rust.
!.
ffect of tide on 2alancing of su2:structures and foundations.
-.
Re;uirements for propping supporting of excavations sides.
/.
Recommendations as regards tpe of foundations.
,ocation of test $oles s$all 2e defined on t$e site map. Axes s$all also 2e defined in accordance +it$ unicipalit datum surveing levels.
Page 9 of 93