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  PROJECTAlexandriaChetana, BANGALORETITLEPROPOSED IT DEVELOPMENT AT BANGLORE DESIGNEDCHKDDATESHEET NO. KLKSB2/12/2018 ReferenceP! #T   Mx$%& T-m/m M'#%& T-m/m0 + Footing ID Axi! !o # $ % T%& $'00N/()mm * *O*ENT * $ % T-m/m%, $0N/()mm*& $ % T-m/m SBC )$ T/()m *--tin. Si/e 0 B 1 L 2 3t4 1.02.200.80.' Pede4tal5C-l3n Si/e 0.1.2#/A.'1T/()m*/0.2080T/()mA( 345 *&/.8266'12T/()mSoi! 543o5t60.''11T/()m7 SBC H4n,4 SAFE60.06'2T/()m2.008T/()m2.1828T/()m M-3ent in 6 8.81'0'T-m/m22.28''T-m/mD43t9 o% %ooting :4);i54 $'.8mm &!+%)& mm K$0.800D$ #($%)++$7# mm#45,4ntg4 o% St44! 3t $0.10<A(t $ ((#%(! ()mm< o% St44! 35o=i 4 3t $0.206A(t 35o=i 4 $ 778%#7 ()mm Chec9 f-r -ne :a' 4hear 6 IS>'-2000Long45 i54,tion ? $-10.0TS9o5t45 Di54,tion ? $10.T@=4 $0.2'N/()mm@, $0.N/()mmOK Chec9 f-r t:- :a' Shear 6 @=4 $0.6N/()mm0.6' $%#+ @, $ 0.2'%, $1.0 N/()mmOK S33ar' L4ngt9B54 t9D43t9 :4in%o5,4m4nt******B5 Si4 **S3,ing1002200620.8''0611.6':4);i54 100220062111'035o=i 4 C-33ent4 6 11.62 1 $++& $ 2 $-+& $  $- $  $--& $Long45 Di54,tion> M  $S9o5t45 Di54,tion M  $(& 4  $   #1##2#  PROJECTAlexandriaChetana, BANGALORETITLEPROPOSED IT DEVELOPMENT AT BANGLORE DESIGNEDCHKDDATESHEET NO. KLKSB10/6/2016 ReferenceP7(8T   Mx %# T-m/m M'$%! T-m/m + Footing ID Axi! !o # $ % T%& $'00N/()mm *( *O*ENT * $ % T-m/m%, $0N/()mm*& $ % T-m/m SBC )$ T/()m *--tin. Si/e 0 B 1 L 2 3t4 1.01.00.'0.' Pede4tal5C-l3n Si/e 0.0.#/A62.1'T/()m*/1.16628'2T/()mA( 345 *&/0.2866T/()mSoi! 543o5t6.'''''T/()m7 SBC H4n,4 SAFE61.0068T/()m62.608T/()m60.2801T/()m M-3ent in 6 1'.'0262T-m/m1'.'086T-m/mD43t9 o% %ooting :4);i54 $''6.'1mm +#+ mm K$0.60'D$ &+$ mm#45,4ntg4 o% St44! 3t $0.16<A(t $ 8+8% ( ()mm< o% St44! 35o=i 4 3t $0.16A(t 35o=i 4 $ 7$%!$ ()mm Chec9 f-r -ne :a' 4hear 6 IS>'-2000Long45 i54,tion ? $'.'2TS9o5t45 Di54,tion ? $'.'2T@=4 $0.1N/()mm@, $0.N/()mmOK Chec9 f-r t:- :a' Shear 6 @=4 $0.2N/()mm1 @, $ 0.2'%, $1.6 N/()mmOK S33ar' L4ngt9B54 t9D43t9 :4in%o5,4m4nt******B5 Si4 **S3,ing100100'012116.8:4);i54 100100'01210035o=i 4 C-33ent4 6 120.'220 1 $++& $ 2 $-+& $  $- $  $--& $Long45 Di54,tion> M  $S9o5t45 Di54,tion M  $(& 4  $   #1##2#  PROJECTAlexandriaChetana, BANGALORETITLEPROPOSED IT DEVELOPMENT AT BANGLORE DESIGNEDCHKDDATESHEET NO. KLKSB10/6/2016 ReferenceP #8+T   Mx7%7 T-m/m M' 7%8+ T-m/m + Footing ID Axi! !o # $ % T%& $'00N/()mm *7 *O*ENT * $ % T-m/m%, $0N/()mm*& $ % T-m/m SBC )$ T/()m *--tin. Si/e 0 B 1 L 2 3t4 .10.101.1. Pede4tal5C-l3n Si/e 0.0.#/A61.1T/()m*/0.11'2T/()mA( 345 *&/0.80221T/()mSoi! 543o5t62.1881T/()m7 SBC H4n,4 SAFE61.80'88T/()m60.'81T/()m60.1888T/()m M-3ent in 6 2.80'1T-m/m2.122211T-m/mD43t9 o% %ooting :4);i54 $11'.80mm 7 +%)$ mm K$0.800D$ 78$%)$77# mm#45,4ntg4 o% St44! 3t $0.10<A(t $ (+$$%(& ()mm< o% St44! 35o=i 4 3t $0.2A(t 35o=i 4 $ 7 !$%$$ ()mm Chec9 f-r -ne :a' 4hear 6 IS>'-2000Long45 i54,tion ? $20.'1TS9o5t45 Di54,tion ? $20.'0T@=4 $0.2N/()mm@, $0.N/()mmOK Chec9 f-r t:- :a' Shear 6 @=4 $1.0N/()mm1.' @, $ 0.2'%, $1.6 N/()mmOK S33ar' L4ngt9B54 t9D43t9 :4in%o5,4m4nt******B5 Si4 **S3,ing10010010.8062012'.':4);i54 100100112010035o=i 4 C-33ent4 6 180.6'21 1 $++& $ 2 $-+& $  $- $  $--& $Long45 Di54,tion> M  $S9o5t45 Di54,tion M  $(& 4  $   #1##2#  PROJECTAlexandriaChetana, BANGALORETITLEPROPOSED IT DEVELOPMENT AT BANGLORE DESIGNEDCHKDDATESHEET NO. KLKSB10/6/2016 ReferenceP ($(T   Mx %# T-m/m M'#%+ T-m/m + Footing ID Axi! !o # $ % T%& $'00N/()mm *7A *O*ENT * $ % T-m/m%, $0N/()mm*& $ % T-m/m SBC )$ T/()m *--tin. Si/e 0 B 1 L 2 3t4 .0.01.21.2 Pede4tal5C-l3n Si/e 0.0.#/A6.'8T/()m*/0.1822002T/()mA( 345 *&/0.8622T/()mSoi! 543o5t6.082T/()m7 SBC H4n,4 SAFE6.2202T/()m62.86'T/()m62.'01T/()m M-3ent in 6 '.86T-m/m'.'6226T-m/mD43t9 o% %ooting :4);i54 $100.2mm $$7%(8 mm K$0.800D$ $#)%(8 (& mm#45,4ntg4 o% St44! 3t $0.10<A(t $ 8$&%!7 ()mm< o% St44! 35o=i 4 3t $0.200A(t 35o=i 4 $ ($$8%&$ ()mm Chec9 f-r -ne :a' 4hear 6 IS>'-2000Long45 i54,tion ? $1.6TS9o5t45 Di54,tion ? $1.6T@=4 $0.22N/()mm@, $0.N/()mmOK Chec9 f-r t:- :a' Shear 6 @=4 $1.0'N/()mm1.' @, $ 0.2'%, $1.6 N/()mmOK S33ar' L4ngt9B54 t9D43t9 :4in%o5,4m4nt******B5 Si4 **S3,ing00001068.212110'.1:4);i54 00001068110035o=i 4 C-33ent4 6 110'.11'8 1 $++& $ 2 $-+& $  $- $  $--& $Long45 Di54,tion> M  $S9o5t45 Di54,tion M  $(& 4  $   #1##2#
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