1 A. BEARING BEARING WALL SYSTEMS SYSTEMS 2 1. Special reinforced concrete shear alls # 2. $rdinar% reinforced concrete shear alls & #. 'etailed plain concrete shear alls ! &. $rdinar% plain concrete shear alls ( !. Inter)ediate precast shear alls * (. $rdinar% precast shear alls + *. Special reinforced )asonr% shear alls , +. Inter)ediate reinforced )asonr% shear alls 1" ,. $rdinar% reinforced )asonr% shear alls 11 1". 'etailed plain )asonr% shear alls 12 11. $rdinar% plain )asonr% shear alls 1# 12. -restressed )asonr% shear alls 1#. Liht/fra)ed alls sheathed ith ood str0ct0ral panels rated 1& for shear resistance or steel sheets 1! 1& 1 &. Liht/fra)ed alls ith shear panels of all other )aterials 1( 1! 1!. Liht/fra)ed all s%ste)s 0sin flat strap racin 1* B. BIL'ING BIL'ING 3RAME SYSTEMS SYSTEMS 1. Steel eccentricall% raced fra)es5 )o)ent resistin 1+ connections at col0)ns aa% fro) lin6s col0)ns aa% fro) lin6s 2. Steel eccentricall% raced fra)es5 non/)o)ent/resistin5 1, connections at col0)ns aa% fro) lin6s 2" #. Special steel concentricall% raced fra)e 21 &. $rdinar% steel concentricall% raced fra)es 22 !. Special reinforced concrete shear alls 2# (. $rdinar% reinforced concrete shear alls 2& *. 'etailed plain concrete shear alls 2! +. $rdinar% plain concrete shear alls 2( ,. Inter)ediate precast shear alls 2* 1". $rdinar% precast shear alls 2+ 11 11. 4o)posite steel and concrete eccentricall% raced fra)es 2, 12 1 2. 4o)posite steel and concrete concentricall% raced fra)es #" 1# 1#. $rdinar% co)posite steel and concrete raced fra)es #1 1&. 4o)posite steel plate shear alls 1!. Special co)posite reinforced concrete shear alls ith steel #2 ele)ents 1(. $rdinar% co)posite reinforced concrete shear alls ith steel ## ele)ents #& 1*. Special reinforced )asonr% shear alls #! 1+. Inter)ediate reinforced )asonr% shear alls #( 1,. $rdinar% reinforced )asonr% shear alls #* 2". 'etailed plain )asonr% shear alls #+ 21. $rdinar% plain )asonr% shear alls #, 22. -restressed )asonr% shear alls 2#. Liht/fra)ed alls sheathed ith ood str0ct0ral panels rated &" for shear resistance or steel sheets &1 2& 2 &. Liht/fra)ed alls ith shear panels of all other )aterials
!."" &."" 2."" 1.!" &."" #."" !."" #.!" 2."" 2."" 1.!" 1.!"
2.!" 2.!" 2.!" 2.!" 2.!" 2.!" 2.!" 2.!" 2.!" 2.!" 2.!" 2.!"
!."" &."" 2."" 1.!" &."" #."" #.!" 2.2! 1.*! 1.*! 1.2! 1.*!
(.!" 2."" &.""
#."" 2.!" 2.""
&. &."" 2."" #.!"
+.""
2.""
&. &.""
*."" (."" #.2! (."" !."" 2."" 1.!" !."" &."" +.""
2."" 2."" 2."" 2.!" 2.!" 2.!" 2.!" 2.!" 2.!" 2.""
&. &."" !."" #.2! !."" &.!" 2."" 1.!" &.!" &."" &.""
!."" #."" (.!"
2."" 2."" 2.!"
&.!" #."" !.!"
(.""
2.!"
!. !.""
!."" !.!" &."" 2."" 2."" 1.!" 1.!"
2.!" 2.!" 2.!" 2.!" 2.!" 2.!" 2.!"
&. &.!" &."" &."" 2."" 2."" 1.2! 1.*!
*."" 2.!"
2.!" 2.!"
&. &.!" 2.!"
2!. B0c6lin/restrained raced fra)es5non/)o)ent/resistin &2 ea)/col0)n connections 2(. B0c6lin/restrained raced fra)es5)o)ent/resistin ea)/ &# col0)n connections && 2*. Special steel plate shear all &! 4. M$MENT/RESISTING 3RAME SYSTEMS &( 1. Special steel )o)ent fra)es &* 2. Special steel tr0ss )o)ent fra)es &+ #. Inter)ediate steel )o)ent fra)es &, &. $rdinar% steel )o)ent fra)es !" !. Special reinforced concrete )o)ent fra)es !1 (. Inter)ediate reinforced concrete )o)ent fra)es !2 *. $rdinar% reinforced concrete )o)ent fra)es !# +. Special co)posite steel and concrete )o)ent fra)es !& ,. Inter)ediate co)posite )o)ent fra)es !! 1". 4o)posite partiall% restrained )o)ent fra)es !( 11. $rdinar% co)posite )o)ent fra)es '. 'AL SYSTEMS WIT7 S-E4IAL M$MENT 3RAMES 4A-ABLE $3 RESISTING AT LEAST 2!8 $3 -RES4RIBE' !* SEISMI4 3$R4ES !+ 1. Steel eccentricall% raced fra)es !, 2. Special steel concentricall% raced fra)es (" #. Special reinforced concrete shear alls (1 &. $rdinar% reinforced concrete shear alls (2 !. 4o)posite steel and concrete eccentricall% raced fra)es (# (. 4o)posite steel and concrete concentricall% raced fra)es (& *. 4o)posite steel plate shear alls +. Special co)posite reinforced concrete shear alls ith steel (! ele)ents ,. $rdinar% co)posite reinforced concrete shear alls ith steel (( ele)ents (* 1". Special reinforced )asonr% shear alls (+ 11. Inter)ediate reinforced )asonr% shear alls (, 12. B0c6lin/restrained raced fra)e *" 1#. Special steel plate shear alls E. 'AL SYSTEMS WIT7 INTERME'IATE M$MENT 3RAMES 4A-ABLE $3 RESISTING AT LEAST 2!8 $3 -RES4RIBE' *1 SEISMI4 3$R4ES *2 1. Special steel concentricall% raced fra)e *# 2. Special reinforced concrete shear alls *& #. $rdinar% reinforced )asonr% shear alls *! &. Inter)ediate reinforced )asonr% shear alls *( !. 4o)posite steel and concrete concentricall% raced fra)es ** (. $rdinar% co)posite raced fra)es *. $rdinar% co)posite reinforced concrete shear alls ith steel *+ ele)ents *, +. $rdinar% reinforced concrete shear alls
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2.""
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+."" *."" *."" (."" +."" (."" *.!"
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3. S7EAR WALL/3RAME INTERA4TI9E SYSTEM WIT7 $R'INARY REIN3$R4E' 4$N4RETE M$MENT 3RAMES AN' +" $R'INARY REIN3$R4E' 4$N4RETE S7EAR WALLS G. 4ANTILE9ERE' 4$LMN SYSTEMS 'ETAILE' T$ +1 4$N3$RM T$ T7E RE:IREMENTS 3$R; +2 1. Special steel )o)ent fra)es +# 2. Inter)ediate steel )o)ent fra)es +& #. $rdinar% steel )o)ent fra)es +! &. Special reinforced concrete )o)ent fra)es +( !. Inter)ediate concrete )o)ent fra)es +* (. $rdinar% concrete )o)ent fra)es ++ *. Ti)er fra)es 7. STEEL SYSTEMS N$T S-E4I3I4ALLY 'ETAILE' 3$R SEISMI4 RESISTAN4E5 E<4L'ING 4ANTILE9ER 4$LMN +, SYSTEMS
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2.!"
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2.!" 1.!" 1.2! 2.!" 1.!" 1."" 1.!"
1.2! 1.2! 1.2! 1.2! 1.2! 1.2! 1.!"
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MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES PER T-2902.1 UBC 1997 $cc0panc% 3actor = #"
A
4onference roo)s5 dinin roo)s5 drin6in estalish)ents5 ehiit roo)s5 %)nasi0)s5 lo0nes5 staes and si)ilar 0ses incl0din resta0rants classifies as ro0p B $cc0pancies.
Total Area = ?RE3@ Total $cc0pant = ?RE3@
Require !"#er $%&'e# Male; 1;1/2!5 2;2(/*!5 #;*(/12!5
= ?RE3@
3e)ale; 1;1/2!5 2;2(/*!5 #;*(/12!5
= ?RE3@
&;12(/2""5 !;2"1/#""5 (;#"1/ &""5 oer &""5 add one for each additional 2"" &;12(/2""5 !;2"1/#""5 (;#"1/ &""5 oer &""5 add one for each additional 1!"
?RE3@
Require %"("#&rie' Male; 1 for each ater closet 0p to &5 = ?RE3@ then 1 for each to additional ater closets
3e)ale; 1 for each ater closet 0p to &5 = ?RE3@ then 1 for each to additional ater closets
Require )"#* &r '*&!er Total; "
= "
Require ri+,i+ &u+#"i+ Total; ?RE3@
= ?RE3@
S>. ft
s>. ft per occ0pant
MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES PER T-2902.1 IBC 200/
Ed0cational facilities
E
= ?RE3@
Total $cc0pant
Require !"#er $%&'e# Male; 1 per !"
= ?RE3@
3e)ale; 1 per !"
= ?RE3@
Require %"("#&rie' Male; 1 per !" 3e)ale; 1 per !"
= ?RE3@ = ?RE3@
Require )"#* &r '*&!er Total; "
= "
Require ri+,i+ &u+#"i+ Total; 1 per 1""
=
O#*er
1 Serice sin6
ASCE 7-10 CAPTER 11 12 1 SEISMIC DESIGN CRITERIA Soil Site 4lass
Tale 2"/#/15 'efa0lt = '
-ic6 Gro0nd Acceleration5 -GA = ".#!8 Response Spectral Acc. C".2 secD Ss = ! -GA =
= 1.(!"
Response Spectral Acc.C 1." secD S1 = 2 -GA =
= ".*!"
Based on Gloal Se is)ic 7aJard Assess)ent -rora) CGS7A-D5 in asence o f deter)ined Ss and S1 in a site.
Site 4oefficient 3a = 1."""
Tale 11.&/1
Site 4oefficient 3 = 1.#""
Tale 11.&/2
Ma 4onsidered Earth>0a6e Acc. SMS = 3a.Ss
= 1.(!"
C11.&/1D
Ma 4onsidered Earth>0a6e Acc. S M1 = 3.S1
= ".,*!
C11.&/2D
K !8 'a)ped 'esin S'S = 2H#CSMSD
= 1.1""
C11.&/#D
S'1 = 2H#CSM1D
= ".(!"
C11.&/&D
B0ildin $cc0panc% 4ateories
Tale 1.!/1
De'i+ C"#e&r3 C&+'ier"#i&+4 Seis)ic 'esin 4ateor% for ".1sec Seis)ic 'esin 4ateor% for 1."sec
or fleile ith dist. eteen seis)ic resistin s%ste) &"ft
' ' NA
S1 F .*!
S'4 =
Tale 11.(/1 Tale 11.(/2 Section 11.(
"
'
C&56%3 !i#* Sei'5i$ De'i+ C"#e&r3 D
IR45 Seis)ic 'esin 4ateor% = '2
T/R#"1.2.2.1.1
12. Equi("%e+# %"#er"% &r$e 6r&$eure Tale 1!.&/1
B. M$MENT RESISTING 3RAME SYSTEM
Sei'5i$ F&r$e Re'i'#i+ S3'#e5'
4t = "."*2&
= ".+"
B0ildin ht. 7n = 2(
)
Li)ited B0ildin 7eiht CftD = 1""
40 = 1.&""
for S'1 of ".(!"
Appro 30nda)ental period5 Ta = 4tChnD 4alc0lated T shall not eceed
Tale 12.+/2
40.Ta ".+Ts = ".+CS'1HS'SD ≤
Tale 12.+/1
12.+/*
= ".,+1 = 1.#*& = ".&*#
12.+.1.# Max Ss ≤ 0.15g
3a = 1."" K !8 'a)ped 'esin SDS = C3a.SsD
I)portance factor I = Seis)ic Base Shear 9 =
C11.&/#D Tale/1!.&/1
2 1.2! C sW
Tale 1.!/2
S'S
=".!!"
RHI S'1
or need not to eceed5 4s = or 4s =
= 1.1"" = .
2.!
4s =
sec.
Ta
I' '#ru$#ure Reu%"r 8 '#&rie' : Response Spectral Acc.C ".2 secD Ss = 1.(!"
Response Modification 4oef. R = $er Strenth 3actor Ωο =
TL = + Sec se T = ".,+1
CRHID.T S'1TL
C12.+/2D
= ".##1
3or T TL
C12.+/#D
NHA
3or T T L
C12.+/&D
Min 4s =
T2CRHID "."&& S'S.I
= "."(1
4s="."1
C12.+/!D
Min 4s =
".!S1IHR
= ".1++
3or S1 F ".(
C12.+/(D
se 4s = ".##1 De'i+ )"'e '*e"r ; < ".##1 W
C&+#r&%
DESIGN RESPONSE SPECTRAL CUR;E T" = ".2S'1HS'S Ts = S'1HS'S TL =
T/12.1&/1
= ".11+
sec.
= ".!,1
sec.
+ Sec
11.&.!
Sa = C.(S'SHToDT P .&S'S
1.200
De'i+ '6e$#r"% $ur(e Sa -eriod5 T
0.800
C1(/&#D
0.600
Sa = S'1TLHT2
0.400
0.200
0.000 0
1
2
3
4
5
Period T sec.
;ERTICAL DISTRIBUTION OF SEISMIN FORCES4 Latral seis)in force 3 < = 49< 9
9ertical distri0tion factor 49< =
< hS O i hi
6 = 1.2&
6
7
" ".",+ ".1"+
".&&" ".,++ 1."&&
T"
".11+ ".2""
1.1"" 1.1""
Ts
".!,1 ".(,1 ".*,1
1.1"" ".,&1 ".+22
".+,1
".*#"
".,,1 1.",1 1.1,1
".(!( ".!,( ".!&(
1.2,1 1.#,1 1.&,1
".!"& ".&(* ".&#(
1.!,1
".&",
1.(,1
".#+&
1.*,1 2.",1
".#(# ".#11
2.#,1
".2*2
2.(,1
".2&2
2.,,1
".21*
+ Sec
"."+1
, Sec
"."*2
, Sec
"."(&
C1(/&2D
1.000response acceleration Sa Spectral
Sa = S'1HT
-GA
8
9
10
