Project: Location: Owner: DESIGN CRITERIA:
1.
Loads: a. Dead load Partitions Utilities b.
%.
%.
1.0 0.3
KPa KPa
%.&
KPa
1.+
KPa
= =
% %3.
Pa )#" 3
=
%4
Pa
Live load Ground, upper ground and Second loor: !o""ercial#o$$ice = '(ird and roo$ dec) *esidential =
aterials a. !oncrete: !o"pressive strengt(, $cUnit /eig(t b.
= =
*ein$orce"ent: 'ensile strengt(, $2
Soil 5earing !apacit2 5ased on geological in$or"ation, said site in 6ue7on !it2 is )no/n to (ave a gentl2 sloping terrain co"posing o$ p2roclastic roc)s "ade up o$ tu$$, sandstone and conglo"erates belonging to t(e Guadalupe 'u$$ or"ation. 8s revealed in re$erence oundation 9andboo) b2 . ;. 5o/les < Attachment 1 , t(e presu"ptive bearing capacities $or suc( "aterial suggested b2 various building codes "a2 range $ro" 340 KPa to 1400 KPa ( Considered maximum limit is 30% of the minimum = 440 KPa )
3.
Seis"ic > = ?@!A#*/ ini"u" reBuire"ents as per U5! !ode A(ere > = 5ase S(earC ? = ?one actor <0.& @ = @"portance $actor <1.%4 ! = %.4 <"a as per code $c */ = *espons *esponsee "odi$i "odi$icatio cation n $actor $actor <
&.
!odes and *e$erences U5! !ode 8!@ 31 ational Structural !ode !ode o$ t(e P(ilippines <S!P oundation Design, 4 '9 ;dition, b2 . ;. 5o/les
<;tracted $ro" EUD8'@E 88LFS@S 8D D;S@G, 4t( ;dition, b2 osep( ;. 5o/les
Loain! Ca"c#"ation$
8. D;8D LE LE8D @nter"ediate $loors Slab = 0.10 " %3. )#" 3 = %.3 )#" % Partitions
; LE8D Lo/er Ground, Gr ound, Upper Upp er Ground Groun d and % nd loor !o""ercial#E$$ice Eccupanc2 = %.& )#" % '(ird loor and *oo$ *esidential
=
1.+ ) )#" %
!. *;8*KS 8bove loadings are applied as $loor load in S'88D so$t/are. 8uto"atic 8uto"atic distribution o$ t(e loads /ill be generated b2 said so$t/are D. S8;'F S8;'F 8!' 8!'E* E* !ES@D;*8 !ES@D;*8'@ES '@ES
Loads on roo$ are assu"ed to be sa"e as t(ird $loor <1.+ )#" % /(ile S!P allo/s uni$or" load $or roo$ as 1.0 )#" % @n t(e "odel, $ootings are assu"ed to ta)e $ull "o"ent $ro" colu"n base despite provision o$ $ooting $ooting tieHbea"s t(at are epected epected to actuall2 absorb suc( suc( "o"ent e77anine area is assu"ed to be sa"e area o$ t(e ot(er $loors alt(oug( its actual area is onl2 %4 &'
t(e total $loor area o$ t(e upper $loors
