dea report of salina apparels ltd - 02-19-10-2014

7/17/2019 DEA Report of Salina Apparels Ltd - 02-19-10-2014

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Design Project SELINA APPERELAS Ltd. Doc. No. TCS.SA2-01

Consultant THE CIVIL AND STRUCTURES Re. 01

Tit!e DETAIL EN"INEERIN" ASSESS#ENT $% &- ST$RIED %ACT$R' (UILDIN" )ITH 1-(ASE#ENT %$R SELINA APPARELS LTD AT SELINA T$)ER-02* ISLA#(A"+ H$LAN+

DHA,HIN ,HAN+ UTTARA+ DHA,A-120

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DETAIL ENGINEERING ASSESSMENT

OF 9 STORIED FACTORY BUILDING WITHONE BASEMENT FOR SELINA APPARELS Ltd.

AT SELINA TOWER-02: ISLAMBAG, HOLAN,

DHAKHINKHAN, UTTARA, DHAKA-2!0

Reision Histor

0 Reision-0 $rigin! Isse ID*TCS.SA2-013 1&.10.201

Rev. Revision information Date

Reviewed by Approved by

#ost4i5r R67n+ (Sc in Cii! #o677d #645r R67n+ #Sc in Cii! 8 Strctr!

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DETAILED ENGINEERING ASSESSENT C!"AN# TEA E$ERS

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Proprietor : M(. S""'" B$)#, B( +' A+. E'. 892

Structural Advisor: D. Md. S"&+)* B"+, P.d +' C+/+* E'.

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Architectural Advisor: D. S"+d)* A#$$', P.d +'A+t$t)$. 89;

Senior Structural Engineer. : E'. M%"##"d M"&)<)R"#"', BS +' C+/+*. 82002, MS +' St)t)$ 8200

Senior Architect: A. K"#"'+( B")", B. A. 8200

Structural Engineer : E'. Md. M%(t"&+<) R"#"', BS +'

C+/+* E', 8200;

Assistant Engineer 1 : Md.F"+d H%(("+'

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A!%E O& CONENS

SUMMARY.0 INTRODUCTION:

. PRO?ECT BACKGROUND.2 OB?ECTI@ES

.! SCOPE OF THE WORK

.> LIMITATIONS:

.1 SITE @ISIT:

. DRAWING AND REPORT SUPPLIED BY CLIENT.; SPECIAL OBSER@ATION

. MATERIAL TESTING RESULTS:

.9 PRELIMINARY ASSESSMENT2.0 SCOPE OF WORK

!. @ISUAL INSPECTION

!.2 AS-BUILT ARCHITECTURAL AND STRUCTURAL DRAWINGS

>.0 ANALYTICAL STUDY

1.0 STRUCTURAL DESIGN CONCEPT CRITERIA.

1. CODES AND STANDARD

1.2 LOADS CONSIDERED FOR EACH FLOOR 1.! MATERIALS CONSIDERED IN DESIGN

1.> TOP DEFLECTION DUE TO LATERAL LOAD

1.1 SOIL IN@ESTIGATION REPORT1. ADEUACY OF FOUNDATION

1.; ADEUACY OF COLUMN

1. ADEUACY OF SLAB AND BEAM DESIGN

.0 CONCLUDING REMARKS

APPENDI A 8LOAD PLAN

APPENDI B 8STEEL STRUCTURE DRAWING WITH BRACING

ARRANGEMENTAPPENDI C 8SOIL IN@ESTIGATION REPORT

APPENDI D 8AS BUILT ARCHITECTURAL DRAWINGS OF BUILDINGAPPENDI E 8AS BUILT STRUCTURAL DRAWINGS OF BUILDINGAPPENDI F 8BUET TEST DATA FOR CORE TEST

APPENDI G 8RE-BAR SCAN TEST DATA

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%'$ &%# 7%tt#04; 8!-D20

R$-7" ("''+' t$(t

8Add$d +' APPENDI G

STRENGTH ASSESSMENT FOR REINFORCING BAR:

C*+$'t "( 5%/+d$d $7" t$'(+*$ t$(t d"t" t% "($t"+' $7" 6+$*d (t$'t.








Dte 1&.10.201/

1.6 PRE%)()NARY ASSESS(EN

S+#5*$ #"')"* "*)*"t+%' $$ 5$&%#$d 8G"/+t6 *%"d %'*6 7$&%$ d$t"+* $'+'$$+'"(($((#$'t. C%'$t$ (t$'t "'d 6+$*d (t$'t %& (t$$* "( )($d "%d+' t% t$ACCORD %'(+d$"t+%'.

SELINA APPRELS LTDTOWER 2

Column Capacity=αØ(0!"#A$#%&c'A#%y)

Ø α %y(*i) %&c(*i)

0! 0+ ,0 --.

C/* 1o ColumnCapacity

SL

ColumnLengt

hWidt

hLoadin

gUnitLoad

Load

ID Area

ft ft sft psf kips

1 C5 (GRID G!"# 1$%&& '%&&11%&

&1)* &%$1

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Considered pile /apa/it0 (Dia1)78 Long*598Rod$!$D1$#

5& -on 1&& kip

C/* 1o PilCapacity

1ootin$ ID ooting ooting ,earingpressure %S Comments

Resting onLeng

thWidth Si.e Load A/tion

Capa/it0

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;ro<d%;ile

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Ø 0!"

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C/c* 1o Punc/in$S/a








Dte 1&.10.201/

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d 2o 2od;un/hingshear8<p

Comments

A/tion Capa/it0

in/h in/h in/hs:%in/h

psi psi

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.1 CO*ES AN* SAN*AR*

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A#$+"' S%+$t6 &% T$(t+' M"t$+"*( 8ASTM

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*ead load:

D$"d *%"d +( t$ /$t+"* *%"d d)$ t% t$ $+t %& 5$#"'$'t (t)t)"* "'d '%'-(t)t)"*

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%ive load:

L+/$ *%"d +( t$ *%"d ()5$+#5%($d 76 t$ )($ % %)5"'6 %& t$ 7)+*d+' 7)t '%t

+'*)d+' t$ $'/+%'#$'t *%"d. T$ *+/$ *%"d %'(+d$$d &% t$ 7)+*d+' +( +/$' 7$*% +'

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S

'%

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F*%% 8&t

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0-0 >0

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0-0 >0

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%%#, B)tt+%' ($t+%', S$+' S$t+%'

0-0 >0

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0-0 >0

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R%%& -- 0-0 1

%oad Plan

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%& t65+"* (t"3$d #"t$+"*(. L%"d 5*"' "( 7$$' "dd$d +' APPENDI A.

0ind load:

T$ "*)*"t+%' %& +'d *%"d %'&%#( t$ S)7-*")($ 2.>, C"5t$ 2, "'d 5"t %& BNBC.T$ &%**%+' $=)"t+%' "( 7$$' )($d t% "*)*"t$ d$(+' +'d 5$(()$ %& t$ (t)t)$

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F%**%+' "$ t$ 7"(+ 5""#$t$( "(()#$d &% +'d *%"d( %' 7)+*d+'.

B"(+ W+'d S5$$d: 91 K# 8R$&. BNBC

St)t)$ I#5%t"'$ C%$&&++$'t: .0E45%()$ C"t$%6: A

C%#7+'$d H$+t "'d E45%()$C%$&&++$'t: A( 5$ T"7*$ .2.0 8R$&. BNBC

O/$"** 5$(()$ %$&&++$'t( &% +'d *%"d "$ )($d "( 5$ t"7*$ .2.1 8BNBC

Seis<ic load:

T$ "*)*"t+%' %& ($+(#+ *%"d %'&%#( t$ S)7-*")($ 2.1, C"5t$ 2, P"t %& BNBC.

E=)+/"*$'t St"t+ F%$ M$t%d "( 7$$' )($d &% "*)*"t+%' %& ($+(#+ *"t$"* &%$( &%

t$ &"t%6 7)+*d+'.

%oad Co<ination:

T$ &%**%+' *%"d %#7+'"t+%'( "$ %'(+d$$d &% "(($((#$'t %& $4+(t+' RMG &"t%6

7)+*d+' RC (t)t)$(:

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..2 D.L2..01D.21L.0W 8% .0E

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L&F*%% L+/$ L%"d.

. (AER)A%S CONS)*ERE* )N *ES),N

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Stor Point U> U'

R$$% 1 1. 0.:

R$$% 1 -1./ 0.0

R$$% 1 0.0 1.&

R$$% 1 0.0 -1./

R$$% 1.: 0.:

R$$% -1.: 0.0

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R$$% 0.0 -1./

R$$% / 1. 0.:

R$$% / -1. 0.0

R$$% / 0.0 1.&

R$$% / -0.1 -1./

R$$% : 1.2 0.:

R$$% : -1. 0.0

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R$$% ; 1.1 0.:

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R$$% ; 0.0 1.&

R$$% ; -0.1 -1./

R$$% < 1.1 0.:

R$$% < -1.2 0.0

R$$% < 0.0 1.&

R$$% < -0.1 -1./

R$$% = 1.1 0.:

R$$% = -1.2 0.0

R$$% = 0.0 1.&

R$$% = -0.1 -1./

R$$% & 1.: 0./

R$$% & -1.: 0.1

R$$% & 0.0 1.&

R$$% & 0.0 -1./

R$$% 1: 1. 0./

R$$% 1: -1./ 0.1

R$$% 1: 0.0 1.&

R$$% 1: 0.0 -1./

R$$% 1< 1. 0.1

R$$% 1< -1./ 0.

R$$% 1< 0.0 1.&

R$$% 1< 0.0 -1.;

R$$% 1= 1. 0.2

R$$% 1= -1./ 0.2

R$$% 1= 0.0 1.&

R$$% 1= 0.0 -1.:

R$$% 1& 1. 0.2

R$$% 1& -1./ 0.2

R$$% 1& 0.0 1.&

R$$% 1& 0.0 -1.:

R$$% 20 1. 0.

R$$% 20 -1./ 0.1

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R$$% 2: 1. 0.2

R$$% 2: -1. 0.2

R$$% 2: 0.0 1.&

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R$$% 2; 1. 0.2

R$$% 2; -1. 0.2

R$$% 2; 0.0 1.&

R$$% 2; -0.1 -1.:

R$$% 2< 1. 0.

R$$% 2< -1. 0.1

R$$% 2< 0.0 1.&

R$$% 2< -0.1 -1.:

R$$% 2= 1.2 0./

R$$% 2= -1. 0.1

R$$% 2= 0.0 1.&

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R$$% 2= -0.1 -1./

R$$% 1 1.2 0.0

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R$$% 1 -0.1 -1.;

R$$% 2 1.2 0.1

R$$% 2 -1. 0.

R$$% 2 0.0 1.&

R$$% 2 -0.1 -1.;

R$$% 1.2 0.2

R$$% -1. 0.2

R$$% 0.0 1.&

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R$$% / -1. 0.2R$$% / 0.0 1.&

R$$% / -0.1 -1.:

R$$% : 1.2 0.

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R$$% ; 1.1 0./

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R$$% < 1.1 0.0

R$$% < -1.2 0.R$$% < 0.0 2.0

R$$% < -0.1 -1.;

R$$% = 1.1 0.1

R$$% = -1.2 0.

R$$% = 0.0 1.&

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R$$% & 1.1 0.2

R$$% & -1.2 0.2

R$$% & 0.0 1.&

R$$% & -0.1 -1.:

R$$% /0 1.1 0.2

R$$% /0 -1.2 0.2R$$% /0 0.0 1.&

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R$$% /1 1.1 0.

R$$% /1 -1.2 0.1

R$$% /1 0.0 1.&

R$$% /1 -0.1 -1.:

R$$% /2 1.1 0.:R$$% /2 -1.2 0.0

R$$% /2 0.0 1.&

R$$% /2 -0.1 -1./

R$$% / 1./ 0.1

R$$% / -1./ 0.

R$$% / 0.0 1.&

R$$% / 0.0 -1.;

R$$% // 1./ 0.2

R$$% // -1./ 0.2

R$$% // 0.0 1.&

R$$% // 0.0 -1.:

R$$% /: 1./ 0.2R$$% /: -1./ 0.2

R$$% /: 0.0 1.&

R$$% /: 0.0 -1.:

R$$% /; 1./ 0.

R$$% /; -1./ 0.1

R$$% /; 0.0 1.&

R$$% /; 0.0 -1.:

R$$% /< 1./ 0./

R$$% /< -1./ 0.1

R$$% /< 0.0 1.&

R$$% /< 0.0 -1./

R$$% /= 1./ 0.:R$$% /= -1./ 0.0

R$$% /= 0.0 1.&

R$$% /= 0.0 -1./

R$$% /& 1.: 0.

R$$% /& -1.: 0.1

R$$% /& 0.0 1.&

R$$% /& 0.0 -1.:

R$$% :0 1.: 0.2

R$$% :0 -1.: 0.2

R$$% :0 0.0 1.&

R$$% :0 0.0 -1.:

R$$% :1 1./ 0.2R$$% :1 -1./ 0.2

R$$% :1 0.0 1.&

R$$% :1 0.0 -1.:








Dte 1&.10.201/

T$ #"4+#)# )'&"t%$d t%5 d$&*$t+%' +( 2.0 +' + +( *$(( t"' t$ "**%"7*$ *+#+tH>00 8+.$ 902>00 2.; +'. H$'$ +t +( ("&$ "'d (t"7*$ &%#

d$&*$t+%' 5%+'t %& /+$.

. SO)% )N-ES),A)ON REPOR

T$ ()7-(%+* $45*%"t+%' 5%/+d$d 76 &"t%6 #"'"$#$'t ($$#( ")t$'t+. A( " $()*t '%

&)t$ (%+* t$(t +( '$$d$d. I' t$ ()7-(%+* t$(t $5%t, t$ (+t$ %'(+(t( %& t%t"* 1 8F+/$ N%(.$45*%"t+%' 7%+' )5t% " d$5t %& 2>.0# 80 7$*% &%# EGL +' ?)*6 2001. T$

+'/$(t+"t+%' "'d $5%t "( 7$$' 5$5"$d 76 S%+* "'d F%)'d"t+%' T$'%*%6, " *$"d+'

$%t$'+"* %'()*t+' &+# %& 2>9210 R"#5)" S)5$ M"3$t 8!d F*%%, DIT R%"d,D"3"-29. T$6 ()$(t$d d$$5 &%)'d"t+%' $+t$ 76 d+/$' 5+*$( % "(t +'-(+t) 7%$d

5+*$(. .

. A*E='ACY O& &O'N*A)ON

T$ &"t%6 "( " 7"($#$'t &*%% &t 7$*% t$ %"d *$/$*. T$ &%)'d"t+%' %& t$ &"t%6 7)+*d+' +( %' 2> t+3 "&t &%)'d"t+%' %' t$ *$&t 5%t+%'. T$ #"4+#)# %*)#' *%"d %'

"&t &%)'d"t+%' +( 2;0 3+5 "'d t$ %*)#' (+<$ +( 1 4 1. T$ 5)'+' ($" (t$(( +'

t$ "&t +( 9 5(+, + +( *$(( t"' "**%"7*$ 5)'+' ($" (t$(( 09 5(+ &% %'$t$(t$'t !000 5(+. T$ $+'&%$#$'t 5%/+d$d +' t$ #"t &%)'d"t+%' +( "*(% &%)'d

("t+(&"t%+*6 &%# &*$4)"* #%#$'t.

O' t$ +t 5%t+%', t$ &%)'d"t+%' +( %' d+" >1 &t *%' 5+*$(, 5+*$ "5 +t 2 t+3 7"($#$'t &*%% (*"7. T"t +** 7$ $'%) t% "6 t$ *%"d &%# "7%/$.








Dte 1&.10.201/

F+)$: P+*$ &%)'d"t+%' *"6%)t 5*"'.

ale: Colu<n 'n>actored Reaction

Story Point Load FZ

BASE 1 Unfactored DL + LL 96







BASE Unfactored DL + LL 266


BASE 1! Unfactored DL + LL 267BASE 11 Unfactored DL + LL 277



BASE 14 Unfactored DL + LL 37!











Dte 1&.10.201/



BASE 2! Unfactored DL + LL 332BASE 21 Unfactored DL + LL 443









BASE 3! Unfactored DL + LL 436






BASE 36 Unfactored DL + LL 5!2







BASE 43 Unfactored DL + LL 116BASE 44 Unfactored DL + LL 1!2
















Considering the heightest load >ro< aove tale >ollo?ing tale has een prepared








Dte 1&.10.201/

BASE 31 Unfactored DL + LL 462"e#dPi$e %o

Pro&d'Pi$e %o

BASE 32 Unfactored DL + LL 522 4'35 4BASE 33 Unfactored DL + LL 55 4'65 4

BASE 34 Unfactored DL + LL 54 4'7 4


BASE 36 Unfactored DL + LL 5!2 4'1 4




BASE 4! Unfactored DL + LL 593 4'94 4

I' (%#$ "($( $=)+$d 5+*$ +( *$(( t"' 5%/+d$d 5+*$. B)t 2 t+3 RCC &*%% (*"7 "t

7"($#$'t &*%% *$/$* +** 7$ ()&&++$'t t% t"'(&$ *%"d t% %)'d. It +** "t *+3$ " "&t&%)'d"t+%'.

E!AS point in Ra>t >oundation @one.

!ase reaction in RA& @one:

Stor Point Lod %?

(ASE / U 20

(ASE : U 12

(ASE /= U 2:/

(ASE /& U 2&

(ASE :0 U 22:

(ASE :1 U 2;<

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(ASE :2 U 2/=

(ASE : U 2:;

(ASE :/ U 2:=(ASE :: U 20/

(ASE :; U 2;

(ASE :< U 2:/

(ASE := U 22;

C%*)#' (+<$ : 141

M"4+#)# $"t+%' : 21 3+5R"&t t+3'$((: 21

D$/$*%5$d (t$((: 0.00 3(+

A**%"7*$ (t$((: 0. 3(+ 8F !.!9 3(+.. HENCE OK &% 5)'+'.

T$ 7)+*d+' "( " RAFT &%)'d"t+%' 5"t %& 2>+' t+3. It "' ("&$*6 7$" t$ *%"d 7%t

+' 5)'+' "'d $+'&%$#$'t.

.3 A*E='ACY O& CO%'(N

T$ $+'&%$#$'t( $=)+$d "t %)'d &*%% *$/$* &%# ETABS "'"*6(+( +( +/$' 7$*%.

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F+)$: C%*)#' ')#7$+' +' ETABS

F+)$: R$=)+$d %*)#' $+'&%$#$'t 8+'2, C1, C "'d C; "$ t$ %*)#' + "(

7$$' ("''$d +t &$%-#"'$t+ ("''$.

M"4+#)# %*)#' $+'&%$#$'t &%# "7%/$ +#"$( +( .2!2+'2. M"4+#)#$+'&%$#$'t +' %*)#' &%# $7" ("' "( 7$$' &%)'d 9.2+'2. A( " $()*t, (%#$

%*)#' '$$d( (t$'t$'+' )5t% (t &*%%. It( "d/+$d t% (t$'t$'$d &"+*$d %*)#' +t

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C1

C

C;







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" > "dd+t+%'"* "(t+' &%# B"($#$'t &*%% t% (t &*%% +t 2-D20 "dd+t+%'"* 7" "'dD0 CC t+$ 7". D"+' "( 7$$' "tt"$d +' APPENDI ?.

!E%O0 CO%'(N NEE* SREN,/EN)N,.

F+)$: C%*)#'( '$$d$d &% St$'t$'+' 8S%+' *$(( $=)+$d $+'&%$#$'t.

F+)$: C%*)#' $+'&%$#$'t "&t$ (t$'t$'+' 8S%+' $=)+$d $+'&%$#$'t "&t$ (t$'t$'+'.

.4 A*E='ACY O& S%A! AN* !EA( *ES),N

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T$ t65+"* &*%% %%& (*"7 +( &*"t (*"7 "'d t% "6 7$"# ()55%t$d (*"7. T$ #"4+#)# 5"'$* (+<$ +( 2-> 4 1-0 "'d t$ t+3'$(( 5%/+d$d +( "d$=)"t$ "( 5$ BNBC

ACI C%d$. F% (#"**$ 5"'$* (+<$(, 5%/+d$d t+3'$(( +( "d$=)"t$. T$ $+'&%$#$'t 5%/+d$d +' t65+"* &*%% %%& (*"7 +( d+&&$$'t +' d+&&$$'t *%"t+%' + +( "d$=)"t$&%%# d$(+' 5%+'t %& /+$. S*"7 5)'+' $3 "*(% (%( ("t+(&"t%6 "( 5$ ACI

%d$. R$=)+$d 7$"# $+'&%$ +( *$(( t"' 5%/+d$d $+'&%$#$'t.

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St$$* (t)t)$ "t %%& "( 7$$' d$(+'$d +t 23N#2 L+/$ *%"d, 0.13N#2 d$"d *%"d

"'d 91 35 +'d (5$$d. F+'"**6 d$/$*%5$d (t$(( "t+% +( *%$ t"' 5$#+((+7*$ "#%)'t.P$#+((+"7*$ (t$(( "t+% +( .!!. A'd #"4+#)# (t$(( "t+% +' 7$"# +( 0.10 "'d +' %*)#'

+( 0.!;. St)t)"* (t$$* "( 7$$' %'(+d$$d "( ASTM-A!.

F+)$: D$(+' (t$(( "t+% %& (t$$* %%& 8A**%"7*$ /"*)$ +( .!!.

.1# %),/0E),/ ROO& SR'C'RE

L+t$+t %%& (t)t)$ +t %5$' &""d$ $*$#$'t( "( 7$$' +'(t"**$d +' 7$t$$'

S$*+'" T%$ 2. Ad$=)"6 %& *+t$+t (t$$* (t)t)$ "( 7$$' $3$d "'d &% )5*+&t *"t$"* *%"d+' " '$ "'%+' (6(t$# "( 7$$' 5%5%($d "( (%' 7$*%.

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F+)$: T+$ d%' %d %& "&t$.

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.# CONC%'*)N, RE(ARKS

T$ (t)t)$ "( #%d$*$d )(+' !-D %#5)t$ 5%"# ETABS "'d d$(+'$d &% "** 5%((+7*$ *%"d %#7+'"t+%'(. T$ &%**%+' %7($/"t+%'( "/$ 7$$' d%'$.

T$ #"4+#)# )'&"t%$d t%5 d$&*$t+%' +( 2.0+' + +( *$(( t"' t$ "**%"7*$ *+#+t

%& 2.;+'. H$'$ +t +( ("&$ "'d (t"7*$ &%# d$&*$t+%' 5%+'t %& /+$.

T$ &"t%6 "( " 7"($#$'t &*%% &t 7$*% t$ %"d *$/$*. T$ &%)'d"t+%' %& t$ &"t%6

7)+*d+' +( %' 2> t+3 "&t &%)'d"t+%' %' t$ *$&t 5%t+%'. T$ 5)'+' ($" (t$(( +'t$ "&t +( 9 5(+, + +( *$(( t"' "**%"7*$ 5)'+' ($" (t$(( 09 5(+ &% %'$t$

(t$'t !000 5(+ 8+.$ At)"* %$ t$(t d"t" "( !!905(+. T$ $+'&%$#$'t 5%/+d$d +'

t$ #"t &%)'d"t+%' +( "*(% &%)'d ("t+(&"t%+*6 &%# &*$4)"* #%#$'t. It "( " 5+*$

&%)'d"t+%' 5"t "( $** + "( "*(% &%)'d ("&$ &%# "** *%"d "'d *%"d %#7+'"t+%'.

O' t$ +t 5%t+%', t$ &%)'d"t+%' +( %' d+" >1 &t *%' 5+*$(, 5+*$ "5 +t 2 t+3

7"($#$'t &*%% (*"7. W+ +** 7$ $'%) t% "6 t$ *%"d &%# "7%/$

T$ $+'&%$#$'t 5%/+d$d "t %)'d &*%% %*)#'( "$ &%)'d "d$=)"t$ &% "** %*)#'(

$4$5t &$ "( #"3$d +' ($t+%' 1.;. T%($ %/$(t$(($d %*)#' +** 7$ (t$'t$'$d.P%/+d$d $+'&%$#$'t +' "** %*)#'( "t %t$ &*%% *$/$*( "$ "*(% &%)'d #%$ t"' t$

$=)+$d $+'&%$#$'t.

T$ t65+"* &*%% %%& (*"7 +( &*"t (*"7 "'d t% "6 7$"# ()55%t$d (*"7. T$ #"4+#)#

5"'$* (+<$ +( 2-> 4 1-0 "'d t$ t+3'$(( 5%/+d$d +( "d$=)"t$ "( 5$ BNBC ACI C%d$. F% (#"**$ 5"'$* (+<$(, 5%/+d$d t+3'$(( +( "d$=)"t$. T$ $+'&%$#$'t

5%/+d$d +' t65+"* &*%% %%& (*"7 +( d+&&$$'t +' d+&&$$'t *%"t+%' + +( "d$=)"t$&%%# d$(+' 5%+'t %& /+$. S*"7 5)'+' $3 "*(% (%( ("t+(&"t%6 "( 5$ ACI

%d$. R$=)+$d 7$"# $+'&%$ +( *$(( t"' 5%/+d$d $+'&%$#$'t.








Dte 1&.10.201/

APPEN*) A

8%OA* P%AN9








Dte 1&.10.201/

APPEN*) !

8SEE% SR'C'RE *RA0)N, 0)/ !RAC)N, ARRAN,E(EN9








Dte 1&.10.201/

APPEN*) C

8SO)% )N-ES),A)ON REPOR9

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APPEN*) *

8AS !')% ARC/)EC'RA% *RA0)N,S O& !')%*)N,9








Dte 1&.10.201/

APPEN*) E

8AS !')% SR'C'RA% *RA0)N,S O& !')%*)N,9








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APPEN*) &

8!'E ES *AA &OR CORE ES9

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APPEN*) ,

8 RE7!AR SCAN ES *AA9

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Dte 1&.10.201/

APPEN*) /

8AC)ON CO-ER)N, ACCOR* -)S)9

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Dte 1&.10.201/

SR

NO

ACCORD

OBSER@ED ISSUES

REMIDIES

0 G$'$"* A$"( %& H+L%"d+'

At+/$*6 #"'"$d *%"d+' 5*"' &% "** &*%% 5*"t$(+t+' t$ &"t%6 +/+' %'(+d$"t+%' t% &*%%

"5"+t6 "'d %*)#' "5"+t6 "( 7$$' 5$5"$d "'d

"tt"$d $$+' +' APPENDI A.

02 L%"*+($d A$"( %& H+

L%"d+'

D%

0! L"t$"* St"7+*+t6 %&

St$$*%3( St)t)$

L$/$* -9.

B"+' $*$#$'t "( 7$$' "dd$d +' 7$t$$' %*)#'(

"'d "( 7$$' (%' +' d"+' "( $**. St)t)"*

d"+' +t %(( 7"+' ""'$#$'t "( 7$$'

"dd$d +' "55$'d+4 B.

0> St)t)"* A"'$#$'t %& G%)'d - (t F*%% St"+( 0 7+3 "** "( 7$$' "dd$d t% ()55%t t$ "'t+*$/$ (*"7 "( (%' +' "tt"$d d"+' 8GROUND STFLOOR BEAM LAYOUT PLAN.

01 L%"*+($d C"3( +'St)t)$

A*$"d6 $5"+$d

0 Ad$=)"6 %& L+t$+tSt$$* R%%& St"7+*+t6

It( (t"7+*+t6 "( 7$$' 5%/+d$d 76 "dd+' $4t"#$#7$. 8Add$d +' APPENDI B

ACCOR* )te< 172 and actions

SR

NO0 P+%+t6 N%'$ $=)+$d

02 P+%+t6 2 F*"t (*"7 5)'+' "( 7$$' $3$d &% t$ +t+"* %*)#' "(

(%' +' ACCORD $5%t 8S%' 7$*% "( $** &% 5*"'$d *%"d.M"4+#)# (t$(( +' %*)#' &%)'d +( 015(+. W$$ "( "**%"7*$

(t$(( 8S"6 & !1005(+ +( 5(+. C+t+"* %*)#' "( "*(% 7$$'

$3d &% +t( d$(+' ("&$t6 "'d &%)'d OK

0! P+%+t6 ! N%'$

$9ner* TCS Pge & o4 :







Dte 1&.10.201/

Critical colu<n

ACCOR* )te< and actions

SR NO

0 P+%+t6 N%'$ $=)+$d02 P+%+t6 2 B"+' $*$#$'t "( 7$$' "dd$d +' 7$t$$' %*)#' "'d "( 7$$'

(%' +' d"+' "( $**. St)t)"* ("&$t6 $5%t "( 7$$' "dd$d +'"55$'d+4.

0! P+%+t6 ! N%'$

ACCOR* )te< $ and actions

SR

NO

0 P+%+t6 N%'$ $=)+$d

02 P+%+t6 2 0 7+3 "** "( 7$$' "dd$d t% ()55%t t$ "'t+*$/$ (*"7 "((%' +' "tt"$d d"+' 8GROUND ST FLOOR BEAMLAYOUT PLAN

0! P+%+t6 ! N% (t$'t$'+' +( $=)+$d.

$9ner* TCS Pge /0 o4 :







Dte 1&.10.201/


SR

NO0 P+%+t6 N%'$ $=)+$d

02 P+%+t6 2 E4t$'t %& "3 +' 5*"(t$ "'d (t)t)"* $*$#$'t "( 7$$' $3$d"'d &"t%6 $'+'$$ "( 7$$' d$(+' $3$d "** #$#7$( "'d

&%)'d ("&$.

0! P+%+t6 ! A*$"d6 "** "3( "/$ 7$$' $5"+$d "'d &*%% *%"d+' 5*"' "(

7$$' #"d$ "( $**. 8Att"$d $$+'


SR

NO

0 P+%+t6 N%'$ $=)+$d

02 P+%+t6 2 Add+t+%'"* (t)t)$ "( 7$$' $3$d )'d$ /$t+"* "'d +'d

*%"d+' "'d "55%5+"t$ %+'t d$t"+* "( 7$$' ()$(t$d t% #"3$ t$

(t)t)$ (t"7*$ )'d$ +'d *%"d+'. D"+' "tt"$d.

0! P+%+t6 ! N% (t$'t$'+' +( $=)+$d.

D%)#$'t"t+%' "'d "( 7)+*t d"+' "( 7$$' 5$5"$d. 8Add$d +'

APPENDI D, E

AC)ON AKEN &O%%O0)N, ACCOR* POS -)S) REPOR:

Present loading in ,round >loors Present loading in ,round >loors

F"t%6 $'+'$$ "( 5$5"d %'t%**$d *%"d+' 5*"' "'d "tt"$d $$+'. M"4+#)#

*%"d+' "'d *%"d $+t "( 7$$' +'d+"t$d "( $**.








Dte 1&.10.201/

Present loading in !ase<ent >loor

Add+t+%'"* 2 (*"7 "( 7$$' "(t$d +' 7"($#$'t *$/$* %' "d$ + +( ()&&++$'t t%

"6 " *%"d %& 13N#2.

L%"*+<$d + *%"d+' +' d+&&$$'t &*%%.

L%"*+<$d + *%"d+' +' d+&&$$'t &*%%.

L%"*+<$d $4t" *%"d+' "( 7$$' "*$"d6 d+(t+7)t$d "( 5$ *%"d 5*"'.








Dte 1&.10.201/

H")'$d +' 7$"# "'d (t$$* %*)#'. St$$* %*)#' %''$t+%' +t RCC%*)#'.

M+((+' ")' "( 7$$' "*$"d6 +'(t"**$d +' "** (t$$* %*)#'(.

S+'+&+"'t %5$'+' S+'+&+"'t %5$'+'S+'+&+"'t %5$'+' "'d (*"7 "'t+*$/$( %' &+(t &*%% "t (t"+( "( 7$$' ()55%t$d +t 0 7+3

"**.








Dte 1&.10.201/

L%"*+($d "3+' L%"*+($d "3+'

L%"*+($d "3+' "( 7$$' %7($/$d 76 &"t%6 $'+'$$ "'d "( "*$"d6 7$$' $5"+$d.

L+t$+t %%& (t)t)$ L+t$+t %%& (t)t)$

Ad$=)"6 %& *+t$+t (t$$* (t)t)$ &% )5*+&t*"t$"* *%"d+' "( 7$$' $3$d 76 B)+*d+'

E'+'$$ "'d $=)+$d #%d+&+"t+%' ( 7$$' ()$(t$d t% $(+(t )5"d *"t$"* +'d *%"d+'.

$9ner* TCS Pge // o4 :







Dte 1&.10.201/

APPENDI I

8FERRO MAGNETIC TEST DATA

$9ner* TCS Pge /: o4 :







Dte 1&.10.201/

Core test in sla

Core test in colu<n

$9ner* TCS Pge /; o4 :







Dte 1&.10.201/

Colu<n core sa<ple

8hree9 Sla core sa<ple

$9ner* TCS Pge /< o4 :







Dte 1&.10.201/

Reound ha<<er 5 Scanning site preparation

Reound ha<<er 5 Scanning site preparation

$9ner* TCS Pge /= o4 :







Dte 1&.10.201/

Re7ar Scanning at site


$9ner* TCS Pge /& o4 :







Dte 1&.10.201/



$9ner* TCS Pge :0 o4 :







Dte 1&.10.201/










Dte 1&.10.201/

(anual reound ha<<er test.


$9ner* TCS Pge :/ o4 :







Dte 1&.10.201/



$9ner* TCS Pge :: o4 :







Dte 1&.10.201/

APPENDI ?8STRENGTHENING DRAWING

dea report of salina apparels ltd - 02-19-10-2014

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