African Development Bank's Field Office in Abuja, Nigeria
Prepared by Interstate Architects Ltd.
In Conjunction with: IAA Associates Ltd.
KOA Associates Ltd. & Construction Economists Partnership Ltd.
LOT 1: VOL 4-3 - BENDING SCHEDULE
African Development Bank Group
Prepared by Interstate Architects Ltd.
In Conjunction with: IAA Associates Ltd.
KOA Associates Ltd. & Construction Economists Partnership Ltd.
BENDING SCHEDULE (MAIN BUILDING)
TABLE OF CONTENT PAGES
MAT FOUNDATION SLAB RAFT 3 - 54
MAT FOUNDATION COLUMN HEAD 55 - 56
COLUMN BASES 57 – 60
GROUND FLOOR BEAMS 61 - 76
FIRST FLOOR SLAB 77 - 99
FIRST FLOOR BEAMS 100 - 111
FIRST FLOOR COLUMN HEAD 120 - 121
SOLAR RING 122 - 124
SOLAR RING BEAMS 125 - 132
TYPICAL FLOOR SLAB 133 - 148
TYPICAL FLOOR BEAMS 149 - 158
TERRACE FLOOR SLAB 159 - 174
TERRACE FLOOR BEAMS 175 - 187
FIFTH FLOOR SLAB 188 - 203
FIFTH FLOOR BEAMS 204 - 213
ROOF SLAB 214 - 227
ROOF BEAMS 228 - 241
COLUMNS 242 - 259
R.C. WALLS 260 - 292
STAIRCASES 293 - 312
3
MAT FOUNDATION SLAB RAFT
3
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
445038536253750673750991H2023aMAT BTM
REBAR
AAAA
BBBB
CCCC
RRRR
460039037103835673850991H2023bMAT BTM
REBAR
475039537903915673925991H2023c
490040038754000674000991H2023d
505040539604085674100991H2023e
520041040404165674175991H2023f
535041541254250674250991H2023g
550042042104335674350991H2023h
565042542904415674425991H2023i
580043043754500674500991H2023j
595043544554585674600991H2023k
610044045404665674675991H2023l
625044546254750674750991H2023m
640045047054835674850991H2023n
655045547904915674925991H2023o
670046048705000675000991H2023p
685546549555085675100991H2023q
700547050355165675175991H2023r
715547551205250675250991H2023s
730548052005335675350991H2023t
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction4
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
745548552855415675425991H2023uMAT BTM
REBAR
760549053655500675500991H2023v
775549554505585675600991H2023w
790550055355665675675991H2023x
805550556155750675750991H2023y
820551057005835675850991H2023z
835551557805915675925991H2023aa
850552058656000676000991H2023ab
865552559456085676100991H2023ac
880553060306165676175991H2023ad
895553561106250676250991H2023ae
910554561956335676350991H2023af
925555062756415676425991H2023ag
940555563606500676500991H2023ah
955556064406585676600991H2023ai
970556565256665676675991H2023aj
985557066056750676750991H2023ak
1000557566906835676850991H2023al
1015558067706915676925991H2023am
1030558568557000677000991H2023an
1045559069357085677100991H2023ao
1060559570207165677175991H2023ap
1075560571007250677250991H2023aq
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction5
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1090561071857335677350991H2023arMAT BTM
REBAR
1105561572657415677425991H2023as
1120562073507500677500991H2023at
1135562574307585677600991H2023au
1151063075157665677675991H2023av
1166063575957750677750991H2023aw
1181064076807835677850991H2023ax
1196064577607915677925991H2023ay
1211065578458000678000991H2023az
1226066079258085678100991H2023ba
1241066580108165678175991H2023bb
1256067080908250678250991H2023bc
1271067581708335678350991H2023bd
1286068082558415678425991H2023be
1301068583358500678500991H2023bf
1316069084208585678600991H2023bg
1331069585008665678675991H2023bh
1346070585858750678750991H2023bi
1361071086658835678850991H2023bj
1376071587508915678925991H2023bk
1391072088309000679000991H2023bl
9085679100991H2023bm
9165679175991H2023bn
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction6
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
9250679250991H2023boMAT BTM
REBAR
9335679350991H2023bp
9415679425991H2023bq
9500679500991H2023br
9585679600991H2023bs
9665679675991H2023bt
9750679750991H2023bu
9835679850991H2023bv
9915679925991H2023bw
100006710000991H2023bx
100856710100991H2023by
101656710175991H2023bz
102506710250991H2023ca
103356710350991H2023cb
104156710425991H2023cc
105006710500991H2023cd
105856710600991H2023ce
106656710675991H2023cf
107506710750991H2023cg
108356710850991H2023ch
109156710925991H2023ci
110006711000991H2023cj
110856711100991H2023ck
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction7
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
111656711175991H2023clMAT BTM
REBAR
112506711250991H2023cm
113356711350991H2023cn
114156711425991H2023co
115006711500991H2023cp
115856711600991H2023cq
116656711675991H2023cr
117506711750991H2023cs
118356711850991H2023ct
119156711925991H2023cu
120006712000991H2023cv
645049549605100675100111H2027a
AAAA
BBBB
CCCC
RRRR
658050050305170675175111H2027bMAT BTM
REBAR
671050551005240675250111H2027c
684050551705310675325111H2027d
697051052405380675400111H2027e
710051553105450675450111H2027f
723052053805520675525111H2027g
736052554505590675600111H2027h
749052555155660675675111H2027i
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction8
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
762053055855725675725111H2027jMAT BTM
REBAR
775053556555795675800111H2027k
788054057255865675875111H2027l
801054057955935675950111H2027m
814054558656005676025111H2027n
827055059356075676075111H2027o
840055560006145676150111H2027p
853056060706215676225111H2027q
866056561406285676300111H2027r
879056562106355676375111H2027s
892057062806425676425111H2027t
905057563506495676500111H2027u
918058064206565676575111H2027v
931058564856635676650111H2027w
944059065556705676725111H2027x
957059066256775676775111H2027y
970059566956840676850111H2027z
983060067656910676925111H2027aa
996060568356980677000111H2027ab
1009061069007050677050111H2027ac
1022061569707120677125111H2027ad
1035061570407190677200111H2027ae
1048062071107260677275111H2027af
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction9
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1061062571807330677350111H2027agMAT BTM
REBAR
1074063072507400677400111H2027ah
1087063573157470677475111H2027ai
1100064073857540677550111H2027aj
1113064574557610677625111H2027ak
1126064575257680677700111H2027al
1139065075957750677750111H2027am
1152065576657820677825111H2027an
1165066077307890677900111H2027ao
1178066578007960677975111H2027ap
1191067078708025678025111H2027aq
1204067579408095678100111H2027ar
1217068080108165678175111H2027as
1230068080758235678250111H2027at
1243068581458305678325111H2027au
1256069082158375678375111H2027av
1269069582858445678450111H2027aw
1282070083558515678525111H2027ax
1295070584208585678600111H2027ay
1308071084908655678675111H2027az
1321071585608725678725111H2027ba
1334071586308795678800111H2027bb
1347072087008865678875111H2027bc
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction10
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
80Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1360072587658935678950111H2027bdMAT BTM
REBAR
1373073088359005679025111H2027be
1386073589059075679075111H2027bf
1399074089759140679150111H2027bg
9210679225111H2027bh
9280679300111H2027bi
9350679350111H2027bj
9420679425111H2027bk
9490679500111H2027bl
9560679575111H2027bm
9630679650111H2027bn
9700679700111H2027bo
9770679775111H2027bp
9840679850111H2027bq
9910679925111H2027br
99806710000111H2027bs
100506710050111H2027bt
101206710125111H2027bu
101906710200111H2027bv
102606710275111H2027bw
103256710325111H2027bx
103956710400111H2027by
104656710475111H2027bz
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction11
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
90Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
105356710550111H2027caMAT BTM
REBAR
106056710625111H2027cb
106756710675111H2027cc
107456710750111H2027cd
108156710825111H2027ce
108856710900111H2027cf
109556710975111H2027cg
110256711025111H2027ch
110956711100111H2027ci
111656711175111H2027cj
112356711250111H2027ck
113056711325111H2027cl
113756711375111H2027cm
114406711450111H2027cn
115106711525111H2027co
115806711600111H2027cp
116506711650111H2027cq
117206711725111H2027cr
117906711800111H2027cs
118606711875111H2027ct
119306711950111H2027cu
120006712000111H2027cv
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction12
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
01Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
445038536253750673750111H2028aMAT BTM
REBAR
AAAA
BBBB
CCCC
RRRR
460038536903810673825111H2028bMAT BTM
REBAR
475038537503870673875111H2028c
490038538153935673950111H2028d
505038538753995674000111H2028e
520038539404055674075111H2028f
535039040004115674125111H2028g
550039040654180674200111H2028h
565039041254240674250111H2028i
580039041904300674300111H2028j
595039042504360674375111H2028k
610039543154420674425111H2028l
625039543754485674500111H2028m
640039544354545674550111H2028n
655040045004605674625111H2028o
670040045604665674675111H2028p
685540046204730674750111H2028q
700540546854790674800111H2028r
715540547454850674850111H2028s
730540548054910674925111H2028t
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction13
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
11Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
745541048704970674975111H2028uMAT BTM
REBAR
760541049305035675050111H2028v
775541549905095675100111H2028w
790541550505155675175111H2028x
805541551155215675225111H2028y
820542051755280675300111H2028z
835542052355340675350111H2028aa
850542553005400675400111H2028ab
865542553605460675475111H2028ac
880542554205520675525111H2028ad
895543054805585675600111H2028ae
910543055455645675650111H2028af
925543556055705675725111H2028ag
940543556655765675775111H2028ah
955544057255830675850111H2028ai
970544057855890675900111H2028aj
985544558505950675950111H2028ak
1000544559106010676025111H2028al
1015545059706070676075111H2028am
1030545060306135676150111H2028an
1045545560956195676200111H2028ao
1060545561556255676275111H2028ap
1075546062156315676325111H2028aq
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction14
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
21Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1090546062756380676400111H2028arMAT BTM
REBAR
1105546563356440676450111H2028as
1120546564006500676500111H2028at
1135547064606560676575111H2028au
1151047065206620676625111H2028av
1166047565806685676700111H2028aw
1181047566406745676750111H2028ax
1196048067056805676825111H2028ay
1211048067656865676875111H2028az
1226048568256930676950111H2028ba
1241048568856990677000111H2028bb
1256049069457050677050111H2028bc
1271049570107110677125111H2028bd
1286049570707170677175111H2028be
1301050071307235677250111H2028bf
1316050071907295677300111H2028bg
1331050572507355677375111H2028bh
1346050573157415677425111H2028bi
1361051073757480677500111H2028bj
1376051074357540677550111H2028bk
1391051574957600677600111H2028bl
7660677675111H2028bm
7720677725111H2028bn
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction15
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
31Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
7785677800111H2028boMAT BTM
REBAR
7845677850111H2028bp
7905677925111H2028bq
7965677975111H2028br
8030678050111H2028bs
8090678100111H2028bt
8150678150111H2028bu
8210678225111H2028bv
8270678275111H2028bw
8335678350111H2028bx
8395678400111H2028by
8455678475111H2028bz
8515678525111H2028ca
8580678600111H2028cb
8640678650111H2028cc
8700678700111H2028cd
8760678775111H2028ce
8820678825111H2028cf
8885678900111H2028cg
8945678950111H2028ch
9005679025111H2028ci
9065679075111H2028cj
9130679150111H2028ck
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction16
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
41Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
9190679200111H2028clMAT BTM
REBAR
9250679250111H2028cm
9310679325111H2028cn
9370679375111H2028co
9435679450111H2028cp
9495679500111H2028cq
9555679575111H2028cr
9615679625111H2028cs
9680679700111H2028ct
9740679750111H2028cu
9800679800111H2028cv
009900881H2018
AAAA
70(1500)60012205016161H2019MAT BTM
REBAR
(B)(B)(B)(B)
AAAA RRRR
70(2000)60012255032321H2020MAT BTM
REBAR
(B)(B)(B)(B)
AAAA RRRR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction17
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
51Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001200024241H2022MAT BTM
REBAR
AAAA
70(11400)60012119505895891H2007MAT BTM
REBAR
(B)(B)(B)(B)
AAAA RRRR
70(4600)6001251505005001H2009MAT BTM
REBAR
(B)(B)(B)(B)
AAAA RRRR
70(5600)6001261501431431H2008MAT BTM
REBAR
(B)(B)(B)(B)
AAAA RRRR
0011600221H2026aMAT BTM
REBAR
AAAA
0010525221H2026bMAT BTM
REBAR
009450221H2026c
008375221H2026d
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction18
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
61Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
007300221H2026eMAT BTM
REBAR
006225221H2026f
005150221H2026g
004075221H2026h
003000221H2026i
001900221H2026j
70(7200)600127750111H2024a
(B)(B)(B)(B)
AAAA RRRR
70(7180)600127750111H2024bMAT BTM
REBAR
70(7155)600127725111H2024c
70(7135)600127700111H2024d
70(7115)600127675111H2024e
70(7090)600127650111H2024f
70(7070)600127625111H2024g
70(7050)600127600111H2024h
70(7025)600127575111H2024i
70(7005)600127575111H2024j
70(6985)600127550111H2024k
70(6960)600127525111H2024l
70(6940)600127500111H2024m
70(6920)600127475111H2024n
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction19
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
71Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(6895)600127450111H2024oMAT BTM
REBAR
70(6875)600127425111H2024p
70(6855)600127425111H2024q
70(6830)600127400111H2024r
70(6810)600127375111H2024s
70(6790)600127350111H2024t
70(6770)600127325111H2024u
70(6745)600127300111H2024v
70(6725)600127275111H2024w
70(6705)600127275111H2024x
70(6680)600127250111H2024y
70(6660)600127225111H2024z
70(6640)600127200111H2024aa
70(6615)600127175111H2024ab
70(6595)600127150111H2024ac
70(6575)600127125111H2024ad
70(6550)600127100111H2024ae
70(6530)600127100111H2024af
70(6510)600127075111H2024ag
70(6485)600127050111H2024ah
70(6465)600127025111H2024ai
70(6445)600127000111H2024aj
70(6420)600126975111H2024ak
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction20
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
81Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(6400)600126950111H2024alMAT BTM
REBAR
70(6380)600126950111H2024am
70(6355)600126925111H2024an
70(6335)600126900111H2024ao
70(6315)600126875111H2024ap
70(6290)600126850111H2024aq
70(6270)600126825111H2024ar
70(6250)600126800111H2024as
70(6225)600126775111H2024at
70(6205)600126775111H2024au
70(6185)600126750111H2024av
70(6160)600126725111H2024aw
70(6140)600126700111H2024ax
70(6120)600126675111H2024ay
70(6095)600126650111H2024az
70(6075)600126625111H2024ba
70(6055)600126625111H2024bb
70(6030)600126600111H2024bc
70(6010)600126575111H2024bd
70(5990)600126550111H2024be
70(5970)600126525111H2024bf
70(5945)600126500111H2024bg
70(5925)600126475111H2024bh
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction21
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
91Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(5905)600126475111H2024biMAT BTM
REBAR
70(5880)600126450111H2024bj
70(5860)600126425111H2024bk
70(5840)600126400111H2024bl
70(5815)600126375111H2024bm
70(5795)600126350111H2024bn
70(5775)600126325111H2024bo
70(5750)600126300111H2024bp
70(5730)600126300111H2024bq
70(5710)600126275111H2024br
70(5685)600126250111H2024bs
70(5665)600126225111H2024bt
70(5645)600126200111H2024bu
70(5620)600126175111H2024bv
70(5600)600126150111H2024bw
70(7200)600127750111H2025a
(B)(B)(B)(B)
AAAA RRRR
70(7180)600127750111H2025bMAT BTM
REBAR
70(7160)600127725111H2025c
70(7135)600127700111H2025d
70(7115)600127675111H2025e
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction22
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
02Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(7095)600127650111H2025fMAT BTM
REBAR
70(7075)600127625111H2025g
70(7055)600127625111H2025h
70(7030)600127600111H2025i
70(7010)600127575111H2025j
70(6990)600127550111H2025k
70(6970)600127525111H2025l
70(6945)600127500111H2025m
70(6925)600127475111H2025n
70(6905)600127475111H2025o
70(6885)600127450111H2025p
70(6865)600127425111H2025q
70(6840)600127400111H2025r
70(6820)600127375111H2025s
70(6800)600127350111H2025t
70(6780)600127350111H2025u
70(6760)600127325111H2025v
70(6735)600127300111H2025w
70(6715)600127275111H2025x
70(6695)600127250111H2025y
70(6675)600127225111H2025z
70(6655)600127225111H2025aa
70(6630)600127200111H2025ab
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction23
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
12Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(6610)600127175111H2025acMAT BTM
REBAR
70(6590)600127150111H2025ad
70(6570)600127125111H2025ae
70(6545)600127100111H2025af
70(6525)600127075111H2025ag
70(6505)600127075111H2025ah
70(6485)600127050111H2025ai
70(6465)600127025111H2025aj
70(6440)600127000111H2025ak
70(6420)600126975111H2025al
70(6400)600126950111H2025am
70(6380)600126950111H2025an
70(6360)600126925111H2025ao
70(6335)600126900111H2025ap
70(6315)600126875111H2025aq
70(6295)600126850111H2025ar
70(6275)600126825111H2025as
70(6255)600126825111H2025at
70(6230)600126800111H2025au
70(6210)600126775111H2025av
70(6190)600126750111H2025aw
70(6170)600126725111H2025ax
70(6145)600126700111H2025ay
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction24
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
22Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(6125)600126675111H2025azMAT BTM
REBAR
70(6105)600126675111H2025ba
70(6085)600126650111H2025bb
70(6065)600126625111H2025bc
70(6040)600126600111H2025bd
70(6020)600126575111H2025be
70(6000)600126550111H2025bf
70(5980)600126550111H2025bg
70(5960)600126525111H2025bh
70(5935)600126500111H2025bi
70(5915)600126475111H2025bj
70(5895)600126450111H2025bk
70(5875)600126425111H2025bl
70(5855)600126425111H2025bm
70(5830)600126400111H2025bn
70(5810)600126375111H2025bo
70(5790)600126350111H2025bp
70(5770)600126325111H2025bq
70(5745)600126300111H2025br
70(5725)600126275111H2025bs
70(5705)600126275111H2025bt
70(5685)600126250111H2025bu
70(5665)600126225111H2025bv
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction25
Date :MAT FOUNDATION
18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 103/TDrg. No
32Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(5640)600126200111H2025bwMAT BTM
REBAR
70(5620)600126175111H2025bx
70(5600)600126150111H2025by
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction26
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
445038536303750673750221H2013aMAT TOP
REBAR
AAAA
BBBB
CCCC
RRRR
465039537453860673875221H2013bMAT TOP
REBAR
485040038553975673975221H2013cMAT TOP
REBAR
505540539654085674100221H2013dMAT TOP
REBAR
525541040804195674200221H2013eMAT TOP
REBAR
545542041904305674325221H2013fMAT TOP
REBAR
565542543004420674425221H2013gMAT TOP
REBAR
585543044104530674550221H2013hMAT TOP
REBAR
605544045204640674650221H2013iMAT TOP
REBAR
626044546354755674775221H2013jMAT TOP
REBAR
646045047454865674875221H2013kMAT TOP
REBAR
666046048554975674975221H2013lMAT TOP
REBAR
686046549655090675100221H2013mMAT TOP
REBAR
706047050755200675200221H2013nMAT TOP
REBAR
726048051855310675325221H2013oMAT TOP
REBAR
746548552955420675425221H2013pMAT TOP
REBAR
766549554105535675550221H2013qMAT TOP
REBAR
786550055205645675650221H2013rMAT TOP
REBAR
806550556305755675775221H2013sMAT TOP
REBAR
826551557405870675875221H2013tMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction27
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
847052058505980676000221H2013uMAT TOP
REBAR
867053059606090676100221H2013vMAT TOP
REBAR
887053560706205676225221H2013wMAT TOP
REBAR
907054561806315676325221H2013xMAT TOP
REBAR
927055062906425676425221H2013yMAT TOP
REBAR
947055564006535676550221H2013zMAT TOP
REBAR
967556565106650676650221H2013aaMAT TOP
REBAR
987557066206760676775221H2013abMAT TOP
REBAR
1007558067356870676875221H2013acMAT TOP
REBAR
1027558568456985677000221H2013adMAT TOP
REBAR
1047559569557095677100221H2013aeMAT TOP
REBAR
1068060070657205677225221H2013afMAT TOP
REBAR
1088061071757320677325221H2013agMAT TOP
REBAR
1108061572857430677450221H2013ahMAT TOP
REBAR
1128062573957540677550221H2013aiMAT TOP
REBAR
1148063075057650677650221H2013ajMAT TOP
REBAR
1168064076157765677775221H2013akMAT TOP
REBAR
1188564577257875677875221H2013alMAT TOP
REBAR
1208565578357985678000221H2013amMAT TOP
REBAR
1228566079458100678100221H2013anMAT TOP
REBAR
1248567080558210678225221H2013aoMAT TOP
REBAR
1268567581658320678325221H2013apMAT TOP
REBAR
1288568582758430678450221H2013aqMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction28
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1309069083858545678550221H2013arMAT TOP
REBAR
1329069584958655678675221H2013asMAT TOP
REBAR
1349070586058765678775221H2013atMAT TOP
REBAR
1369071087208880678900221H2013auMAT TOP
REBAR
1389072088308990679000221H2013avMAT TOP
REBAR
9100679100221H2013awMAT TOP
REBAR
9215679225221H2013axMAT TOP
REBAR
9325679325221H2013ayMAT TOP
REBAR
9435679450221H2013azMAT TOP
REBAR
9545679550221H2013baMAT TOP
REBAR
9660679675221H2013bbMAT TOP
REBAR
9770679775221H2013bcMAT TOP
REBAR
9880679900221H2013bdMAT TOP
REBAR
99956710000221H2013beMAT TOP
REBAR
101056710125221H2013bfMAT TOP
REBAR
102156710225221H2013bgMAT TOP
REBAR
103306710350221H2013bhMAT TOP
REBAR
104406710450221H2013biMAT TOP
REBAR
105506710550221H2013bjMAT TOP
REBAR
106606710675221H2013bkMAT TOP
REBAR
107756710775221H2013blMAT TOP
REBAR
108856710900221H2013bmMAT TOP
REBAR
109956711000221H2013bnMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction29
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
111106711125221H2013boMAT TOP
REBAR
112206711225221H2013bpMAT TOP
REBAR
113306711350221H2013bqMAT TOP
REBAR
114456711450221H2013brMAT TOP
REBAR
115556711575221H2013bsMAT TOP
REBAR
116656711675221H2013btMAT TOP
REBAR
117756711775221H2013buMAT TOP
REBAR
118906711900221H2013bvMAT TOP
REBAR
120006712000221H2013bwMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction30
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
445038536303750673750111H2003aMAT TOP
REBAR
AAAA
BBBB
CCCC
RRRR
465038537153830673850111H2003bMAT TOP
REBAR
485039038003915673925111H2003cMAT TOP
REBAR
505539038853995674000111H2003dMAT TOP
REBAR
525539039704075674075111H2003eMAT TOP
REBAR
545539040504160674175111H2003fMAT TOP
REBAR
565539041354240674250111H2003gMAT TOP
REBAR
585539542204320674325111H2003hMAT TOP
REBAR
605539543004405674425111H2003iMAT TOP
REBAR
626039543854485674500111H2003jMAT TOP
REBAR
646040044654570674575111H2003kMAT TOP
REBAR
666040045504650674650111H2003lMAT TOP
REBAR
686040546304730674750111H2003mMAT TOP
REBAR
706040547154815674825111H2003nMAT TOP
REBAR
726040547954895674900111H2003oMAT TOP
REBAR
746541048804975674975111H2003pMAT TOP
REBAR
766541049605060675075111H2003qMAT TOP
REBAR
786541550455140675150111H2003rMAT TOP
REBAR
806542051255220675225111H2003sMAT TOP
REBAR
826542052055305675325111H2003tMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction31
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
847042552905385675400111H2003uMAT TOP
REBAR
867042553705465675475111H2003vMAT TOP
REBAR
887043054555550675550111H2003wMAT TOP
REBAR
907043055355630675650111H2003xMAT TOP
REBAR
927043556155710675725111H2003yMAT TOP
REBAR
947044057005795675800111H2003zMAT TOP
REBAR
967544057805875675875111H2003aaMAT TOP
REBAR
987544558605955675975111H2003abMAT TOP
REBAR
1007545059456040676050111H2003acMAT TOP
REBAR
1027545060256120676125111H2003adMAT TOP
REBAR
1047545561056205676225111H2003aeMAT TOP
REBAR
1068046061906285676300111H2003afMAT TOP
REBAR
1088046062706365676375111H2003agMAT TOP
REBAR
1108046563506450676450111H2003ahMAT TOP
REBAR
1128047064356530676550111H2003aiMAT TOP
REBAR
1148047065156610676625111H2003ajMAT TOP
REBAR
1168047565956695676700111H2003akMAT TOP
REBAR
1188548066806775676775111H2003alMAT TOP
REBAR
1208548067606855676875111H2003amMAT TOP
REBAR
1228548568406940676950111H2003anMAT TOP
REBAR
1248549069257020677025111H2003aoMAT TOP
REBAR
1268549570057100677100111H2003apMAT TOP
REBAR
1288549570857185677200111H2003aqMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction32
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1309050071657265677275111H2003arMAT TOP
REBAR
1329050572507345677350111H2003asMAT TOP
REBAR
1349050573307430677450111H2003atMAT TOP
REBAR
1369051074107510677525111H2003auMAT TOP
REBAR
1389051574957595677600111H2003avMAT TOP
REBAR
7675677675111H2003awMAT TOP
REBAR
7755677775111H2003axMAT TOP
REBAR
7840677850111H2003ayMAT TOP
REBAR
7920677925111H2003azMAT TOP
REBAR
8000678000111H2003baMAT TOP
REBAR
8085678100111H2003bbMAT TOP
REBAR
8165678175111H2003bcMAT TOP
REBAR
8245678250111H2003bdMAT TOP
REBAR
8330678350111H2003beMAT TOP
REBAR
8410678425111H2003bfMAT TOP
REBAR
8490678500111H2003bgMAT TOP
REBAR
8575678575111H2003bhMAT TOP
REBAR
8655678675111H2003biMAT TOP
REBAR
8735678750111H2003bjMAT TOP
REBAR
8820678825111H2003bkMAT TOP
REBAR
8900678900111H2003blMAT TOP
REBAR
8980679000111H2003bmMAT TOP
REBAR
9065679075111H2003bnMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction33
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
80Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
9145679150111H2003boMAT TOP
REBAR
9230679250111H2003bpMAT TOP
REBAR
9310679325111H2003bqMAT TOP
REBAR
9390679400111H2003brMAT TOP
REBAR
9475679475111H2003bsMAT TOP
REBAR
9555679575111H2003btMAT TOP
REBAR
9635679650111H2003buMAT TOP
REBAR
9720679725111H2003bvMAT TOP
REBAR
9800679800111H2003bwMAT TOP
REBAR
445038536303750673750551H2012aMAT TOP
REBAR
AAAA
BBBB
CCCC
RRRR
465039537403860673875551H2012bMAT TOP
REBAR
484540038503970673975551H2012cMAT TOP
REBAR
504540539604080674100551H2012dMAT TOP
REBAR
524541040704190674200551H2012eMAT TOP
REBAR
544042041804300674300551H2012fMAT TOP
REBAR
564042542904410674425551H2012gMAT TOP
REBAR
583543044004520674525551H2012hMAT TOP
REBAR
603543545104630674650551H2012iMAT TOP
REBAR
623544546204740674750551H2012jMAT TOP
REBAR
643045047304850674850551H2012kMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction34
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
90Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
663045548404960674975551H2012lMAT TOP
REBAR
683046549455070675075551H2012mMAT TOP
REBAR
702547050555180675200551H2012nMAT TOP
REBAR
722547551655290675300551H2012oMAT TOP
REBAR
742548552755400675400551H2012pMAT TOP
REBAR
762049053855510675525551H2012qMAT TOP
REBAR
782050054955620675625551H2012rMAT TOP
REBAR
802050556005730675750551H2012sMAT TOP
REBAR
821551057105840675850551H2012tMAT TOP
REBAR
841552058205950675950551H2012uMAT TOP
REBAR
861052559306060676075551H2012vMAT TOP
REBAR
881053560406170676175551H2012wMAT TOP
REBAR
901054061456280676300551H2012xMAT TOP
REBAR
920555062556390676400551H2012yMAT TOP
REBAR
940555563656500676500551H2012zMAT TOP
REBAR
960556064756610676625551H2012aaMAT TOP
REBAR
980057065856720676725551H2012abMAT TOP
REBAR
1000057566906830676850551H2012acMAT TOP
REBAR
1020058568006940676950551H2012adMAT TOP
REBAR
1039559069107050677050551H2012aeMAT TOP
REBAR
1059560070207160677175551H2012afMAT TOP
REBAR
1079560571257270677275551H2012agMAT TOP
REBAR
1099061572357380677400551H2012ahMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction35
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
01Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1119062073457490677500551H2012aiMAT TOP
REBAR
1138562574557600677600551H2012ajMAT TOP
REBAR
1158563575607710677725551H2012akMAT TOP
REBAR
1178564076707820677825551H2012alMAT TOP
REBAR
1198065077807930677950551H2012amMAT TOP
REBAR
1218065578908040678050551H2012anMAT TOP
REBAR
1238066579958150678150551H2012aoMAT TOP
REBAR
1257567081058260678275551H2012apMAT TOP
REBAR
1277568082158370678375551H2012aqMAT TOP
REBAR
1297568583258480678500551H2012arMAT TOP
REBAR
1317069584308590678600551H2012asMAT TOP
REBAR
1337070085408700678700551H2012atMAT TOP
REBAR
1357071086508810678825551H2012auMAT TOP
REBAR
1376571587608920678925551H2012avMAT TOP
REBAR
1396572588659030679050551H2012awMAT TOP
REBAR
9140679150551H2012axMAT TOP
REBAR
9250679250551H2012ayMAT TOP
REBAR
9360679375551H2012azMAT TOP
REBAR
9470679475551H2012baMAT TOP
REBAR
9580679600551H2012bbMAT TOP
REBAR
9690679700551H2012bcMAT TOP
REBAR
9800679800551H2012bdMAT TOP
REBAR
9910679925551H2012beMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction36
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
11Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
100206710025551H2012bfMAT TOP
REBAR
101306710150551H2012bgMAT TOP
REBAR
102406710250551H2012bhMAT TOP
REBAR
103506710350551H2012biMAT TOP
REBAR
104606710475551H2012bjMAT TOP
REBAR
105706710575551H2012bkMAT TOP
REBAR
106806710700551H2012blMAT TOP
REBAR
107906710800551H2012bmMAT TOP
REBAR
109006710900551H2012bnMAT TOP
REBAR
110106711025551H2012boMAT TOP
REBAR
111206711125551H2012bpMAT TOP
REBAR
112306711250551H2012bqMAT TOP
REBAR
113406711350551H2012brMAT TOP
REBAR
114506711450551H2012bsMAT TOP
REBAR
115606711575551H2012btMAT TOP
REBAR
116706711675551H2012buMAT TOP
REBAR
117806711800551H2012bvMAT TOP
REBAR
118906711900551H2012bwMAT TOP
REBAR
120006712000551H2012bxMAT TOP
REBAR
645049549605100675100111H2006aMAT TOP
REBAR
AAAA
BBBB
CCCC
RRRR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction37
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
21Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
662050050555190675200111H2006bMAT TOP
REBAR
679550551455285675300111H2006cMAT TOP
REBAR
696551052355375675375111H2006dMAT TOP
REBAR
713551553305470675475111H2006eMAT TOP
REBAR
731052054205560675575111H2006fMAT TOP
REBAR
748052555105650675650111H2006gMAT TOP
REBAR
765053056055745675750111H2006hMAT TOP
REBAR
782053556955835675850111H2006iMAT TOP
REBAR
799554057855930675950111H2006jMAT TOP
REBAR
816554558806020676025111H2006kMAT TOP
REBAR
833555559706110676125111H2006lMAT TOP
REBAR
851056060606205676225111H2006mMAT TOP
REBAR
868056561506295676300111H2006nMAT TOP
REBAR
885057062456390676400111H2006oMAT TOP
REBAR
902557563356480676500111H2006pMAT TOP
REBAR
919558064256570676575111H2006qMAT TOP
REBAR
936558565206665676675111H2006rMAT TOP
REBAR
954059066106755676775111H2006sMAT TOP
REBAR
971059567006850676850111H2006tMAT TOP
REBAR
988060067906940676950111H2006uMAT TOP
REBAR
1005060568857030677050111H2006vMAT TOP
REBAR
1022561569757125677125111H2006wMAT TOP
REBAR
1039562070657215677225111H2006xMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction38
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
31Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1056562571557310677325111H2006yMAT TOP
REBAR
1074063072507400677400111H2006zMAT TOP
REBAR
1091063573407490677500111H2006aaMAT TOP
REBAR
1108064074307585677600111H2006abMAT TOP
REBAR
1125564575207675677675111H2006acMAT TOP
REBAR
1142565576157770677775111H2006adMAT TOP
REBAR
1159566077057860677875111H2006aeMAT TOP
REBAR
1177066577957950677950111H2006afMAT TOP
REBAR
1194067078858045678050111H2006agMAT TOP
REBAR
1211067579808135678150111H2006ahMAT TOP
REBAR
1228568080708230678250111H2006aiMAT TOP
REBAR
1245568581608320678325111H2006ajMAT TOP
REBAR
1262569582508410678425111H2006akMAT TOP
REBAR
1279570083408505678525111H2006alMAT TOP
REBAR
1297070584358595678600111H2006amMAT TOP
REBAR
1314071085258690678700111H2006anMAT TOP
REBAR
1331071586158780678800111H2006aoMAT TOP
REBAR
1348572087058870678875111H2006apMAT TOP
REBAR
1365573088008965678975111H2006aqMAT TOP
REBAR
1382573588909055679075111H2006arMAT TOP
REBAR
1400074089809150679150111H2006asMAT TOP
REBAR
9240679250111H2006atMAT TOP
REBAR
9330679350111H2006auMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction39
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
41Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
9425679425111H2006avMAT TOP
REBAR
9515679525111H2006awMAT TOP
REBAR
9610679625111H2006axMAT TOP
REBAR
9700679700111H2006ayMAT TOP
REBAR
9790679800111H2006azMAT TOP
REBAR
9885679900111H2006baMAT TOP
REBAR
9975679975111H2006bbMAT TOP
REBAR
100706710075111H2006bcMAT TOP
REBAR
101606710175111H2006bdMAT TOP
REBAR
102506710250111H2006beMAT TOP
REBAR
103456710350111H2006bfMAT TOP
REBAR
104356710450111H2006bgMAT TOP
REBAR
105306710550111H2006bhMAT TOP
REBAR
106206710625111H2006biMAT TOP
REBAR
107106710725111H2006bjMAT TOP
REBAR
108056710825111H2006bkMAT TOP
REBAR
108956710900111H2006blMAT TOP
REBAR
109906711000111H2006bmMAT TOP
REBAR
110806711100111H2006bnMAT TOP
REBAR
111706711175111H2006boMAT TOP
REBAR
112656711275111H2006bpMAT TOP
REBAR
113556711375111H2006bqMAT TOP
REBAR
114506711450111H2006brMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction40
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
51Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
115406711550111H2006bsMAT TOP
REBAR
116306711650111H2006btMAT TOP
REBAR
117256711725111H2006buMAT TOP
REBAR
118156711825111H2006bvMAT TOP
REBAR
119106711925111H2006bwMAT TOP
REBAR
120006712000111H2006bxMAT TOP
REBAR
445038536303750673750111H2001aMAT TOP
REBAR
AAAA
BBBB
CCCC
RRRR
465039537403860673875111H2001bMAT TOP
REBAR
484540038503970673975111H2001cMAT TOP
REBAR
504540539604080674100111H2001dMAT TOP
REBAR
524541040704190674200111H2001eMAT TOP
REBAR
544042041804300674300111H2001fMAT TOP
REBAR
564042542904410674425111H2001gMAT TOP
REBAR
583543044004520674525111H2001hMAT TOP
REBAR
603543545104630674650111H2001iMAT TOP
REBAR
623544546204740674750111H2001jMAT TOP
REBAR
643045047304850674850111H2001kMAT TOP
REBAR
663045548404960674975111H2001lMAT TOP
REBAR
683046549455070675075111H2001mMAT TOP
REBAR
702547050555180675200111H2001nMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction41
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
61Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
722547551655290675300111H2001oMAT TOP
REBAR
742548552755400675400111H2001pMAT TOP
REBAR
762049053855510675525111H2001qMAT TOP
REBAR
782050054955620675625111H2001rMAT TOP
REBAR
802050556005730675750111H2001sMAT TOP
REBAR
821551057105840675850111H2001tMAT TOP
REBAR
841552058205950675950111H2001uMAT TOP
REBAR
861052559306060676075111H2001vMAT TOP
REBAR
881053560406170676175111H2001wMAT TOP
REBAR
901054061456280676300111H2001xMAT TOP
REBAR
920555062556390676400111H2001yMAT TOP
REBAR
940555563656500676500111H2001zMAT TOP
REBAR
960556064756610676625111H2001aaMAT TOP
REBAR
980057065856720676725111H2001abMAT TOP
REBAR
1000057566906830676850111H2001acMAT TOP
REBAR
1020058568006940676950111H2001adMAT TOP
REBAR
1039559069107050677050111H2001aeMAT TOP
REBAR
1059560070207160677175111H2001afMAT TOP
REBAR
1079560571257270677275111H2001agMAT TOP
REBAR
1099061572357380677400111H2001ahMAT TOP
REBAR
1119062073457490677500111H2001aiMAT TOP
REBAR
1138562574557600677600111H2001ajMAT TOP
REBAR
1158563575607710677725111H2001akMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction42
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
71Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
1178564076707820677825111H2001alMAT TOP
REBAR
1198065077807930677950111H2001amMAT TOP
REBAR
1218065578908040678050111H2001anMAT TOP
REBAR
1238066579958150678150111H2001aoMAT TOP
REBAR
1257567081058260678275111H2001apMAT TOP
REBAR
1277568082158370678375111H2001aqMAT TOP
REBAR
1297568583258480678500111H2001arMAT TOP
REBAR
1317069584308590678600111H2001asMAT TOP
REBAR
1337070085408700678700111H2001atMAT TOP
REBAR
1357071086508810678825111H2001auMAT TOP
REBAR
1376571587608920678925111H2001avMAT TOP
REBAR
1396572588659030679050111H2001awMAT TOP
REBAR
9140679150111H2001axMAT TOP
REBAR
9250679250111H2001ayMAT TOP
REBAR
9360679375111H2001azMAT TOP
REBAR
9470679475111H2001baMAT TOP
REBAR
9580679600111H2001bbMAT TOP
REBAR
9690679700111H2001bcMAT TOP
REBAR
9800679800111H2001bdMAT TOP
REBAR
9910679925111H2001beMAT TOP
REBAR
100206710025111H2001bfMAT TOP
REBAR
101306710150111H2001bgMAT TOP
REBAR
102406710250111H2001bhMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction43
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
81Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
103506710350111H2001biMAT TOP
REBAR
104606710475111H2001bjMAT TOP
REBAR
105706710575111H2001bkMAT TOP
REBAR
106806710700111H2001blMAT TOP
REBAR
107906710800111H2001bmMAT TOP
REBAR
109006710900111H2001bnMAT TOP
REBAR
110106711025111H2001boMAT TOP
REBAR
111206711125111H2001bpMAT TOP
REBAR
112306711250111H2001bqMAT TOP
REBAR
113406711350111H2001brMAT TOP
REBAR
114506711450111H2001bsMAT TOP
REBAR
115606711575111H2001btMAT TOP
REBAR
116706711675111H2001buMAT TOP
REBAR
117806711800111H2001bvMAT TOP
REBAR
118906711900111H2001bwMAT TOP
REBAR
120006712000111H2001bxMAT TOP
REBAR
445038536303750673750111H2002aMAT TOP
REBAR
AAAA
BBBB
CCCC
RRRR
465039537453860673875111H2002bMAT TOP
REBAR
485040038553975673975111H2002cMAT TOP
REBAR
505540539654085674100111H2002dMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction44
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
91Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
525541040804195674200111H2002eMAT TOP
REBAR
545542041904305674325111H2002fMAT TOP
REBAR
565542543004420674425111H2002gMAT TOP
REBAR
585543044104530674550111H2002hMAT TOP
REBAR
605544045204640674650111H2002iMAT TOP
REBAR
626044546354755674775111H2002jMAT TOP
REBAR
646045047454865674875111H2002kMAT TOP
REBAR
666046048554975674975111H2002lMAT TOP
REBAR
686046549655090675100111H2002mMAT TOP
REBAR
706047050755200675200111H2002nMAT TOP
REBAR
726048051855310675325111H2002oMAT TOP
REBAR
746548552955420675425111H2002pMAT TOP
REBAR
766549554105535675550111H2002qMAT TOP
REBAR
786550055205645675650111H2002rMAT TOP
REBAR
806550556305755675775111H2002sMAT TOP
REBAR
826551557405870675875111H2002tMAT TOP
REBAR
847052058505980676000111H2002uMAT TOP
REBAR
867053059606090676100111H2002vMAT TOP
REBAR
887053560706205676225111H2002wMAT TOP
REBAR
907054561806315676325111H2002xMAT TOP
REBAR
927055062906425676425111H2002yMAT TOP
REBAR
947055564006535676550111H2002zMAT TOP
REBAR
967556565106650676650111H2002aaMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction45
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
02Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
987557066206760676775111H2002abMAT TOP
REBAR
1007558067356870676875111H2002acMAT TOP
REBAR
1027558568456985677000111H2002adMAT TOP
REBAR
1047559569557095677100111H2002aeMAT TOP
REBAR
1068060070657205677225111H2002afMAT TOP
REBAR
1088061071757320677325111H2002agMAT TOP
REBAR
1108061572857430677450111H2002ahMAT TOP
REBAR
1128062573957540677550111H2002aiMAT TOP
REBAR
1148063075057650677650111H2002ajMAT TOP
REBAR
1168064076157765677775111H2002akMAT TOP
REBAR
1188564577257875677875111H2002alMAT TOP
REBAR
1208565578357985678000111H2002amMAT TOP
REBAR
1228566079458100678100111H2002anMAT TOP
REBAR
1248567080558210678225111H2002aoMAT TOP
REBAR
1268567581658320678325111H2002apMAT TOP
REBAR
1288568582758430678450111H2002aqMAT TOP
REBAR
1309069083858545678550111H2002arMAT TOP
REBAR
1329069584958655678675111H2002asMAT TOP
REBAR
1349070586058765678775111H2002atMAT TOP
REBAR
1369071087208880678900111H2002auMAT TOP
REBAR
1389072088308990679000111H2002avMAT TOP
REBAR
9100679100111H2002awMAT TOP
REBAR
9215679225111H2002axMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction46
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
12Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
9325679325111H2002ayMAT TOP
REBAR
9435679450111H2002azMAT TOP
REBAR
9545679550111H2002baMAT TOP
REBAR
9660679675111H2002bbMAT TOP
REBAR
9770679775111H2002bcMAT TOP
REBAR
9880679900111H2002bdMAT TOP
REBAR
99956710000111H2002beMAT TOP
REBAR
101056710125111H2002bfMAT TOP
REBAR
102156710225111H2002bgMAT TOP
REBAR
103306710350111H2002bhMAT TOP
REBAR
104406710450111H2002biMAT TOP
REBAR
105506710550111H2002bjMAT TOP
REBAR
106606710675111H2002bkMAT TOP
REBAR
107756710775111H2002blMAT TOP
REBAR
108856710900111H2002bmMAT TOP
REBAR
109956711000111H2002bnMAT TOP
REBAR
111106711125111H2002boMAT TOP
REBAR
112206711225111H2002bpMAT TOP
REBAR
113306711350111H2002bqMAT TOP
REBAR
114456711450111H2002brMAT TOP
REBAR
115556711575111H2002bsMAT TOP
REBAR
116656711675111H2002btMAT TOP
REBAR
117756711775111H2002buMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction47
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
22Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
118906711900111H2002bvMAT TOP
REBAR
120006712000111H2002bwMAT TOP
REBAR
8080(260)3425260993850221H2004aMAT TOP
REBAR
AAAA (C)(C)(C)(C)
BBBB
DDDD EEEE
8080(260)3370260993800221H2004bMAT TOP
REBAR
8080(260)3315260993725221H2004cMAT TOP
REBAR
8080(260)3260260993675221H2004dMAT TOP
REBAR
8080(260)3205260993625221H2004eMAT TOP
REBAR
8080(260)3150260993575221H2004fMAT TOP
REBAR
8080(260)3095260993525221H2004gMAT TOP
REBAR
8080(260)3040260993450221H2004hMAT TOP
REBAR
8080(260)2985260993400221H2004iMAT TOP
REBAR
8080(260)2930260993350221H2004jMAT TOP
REBAR
8080(260)2875260993300221H2004kMAT TOP
REBAR
8080(260)252526099295030301H2005MAT TOP
REBAR
AAAA (C)(C)(C)(C)
BBBB
DDDD EEEE
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction48
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
32Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(11400)60012119506016011H2007MAT TOP
REBAR
(B)(B)(B)(B)
AAAA RRRR
70(5600)60012615051511H2008MAT TOP
REBAR
(B)(B)(B)(B)
AAAA RRRR
70(4600)6001251501601601H2009MAT TOP
REBAR
(B)(B)(B)(B)
AAAA RRRR
8080(260)422526099465012121H2014MAT TOP
REBAR
AAAA (C)(C)(C)(C)
BBBB
DDDD EEEE
8080(260)2350260992775441H2016aMAT TOP
REBAR
AAAA (C)(C)(C)(C)
BBBB
DDDD EEEE
8080(260)2200260992625441H2016bMAT TOP
REBAR
8080(260)2050260992475441H2016cMAT TOP
REBAR
8080(260)1900260992325441H2016dMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction49
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
42Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
8080(260)1750260992175441H2016eMAT TOP
REBAR
8080(260)1600260992025441H2016fMAT TOP
REBAR
8080(260)235026099277518181H2017MAT TOP
REBAR
AAAA (C)(C)(C)(C)
BBBB
DDDD EEEE
009900661H2018MAT TOP
REBAR
AAAA
70(7200)600127750111H2011aMAT TOP
REBAR
(B)(B)(B)(B)
AAAA RRRR
70(7140)600127700111H2011bMAT TOP
REBAR
70(7075)600127625111H2011cMAT TOP
REBAR
70(7015)600127575111H2011dMAT TOP
REBAR
70(6955)600127525111H2011eMAT TOP
REBAR
70(6890)600127450111H2011fMAT TOP
REBAR
70(6830)600127400111H2011gMAT TOP
REBAR
70(6770)600127325111H2011hMAT TOP
REBAR
70(6710)600127275111H2011iMAT TOP
REBAR
70(6645)600127200111H2011jMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction50
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
52Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(6585)600127150111H2011kMAT TOP
REBAR
70(6525)600127075111H2011lMAT TOP
REBAR
70(6460)600127025111H2011mMAT TOP
REBAR
70(6400)600126950111H2011nMAT TOP
REBAR
70(6340)600126900111H2011oMAT TOP
REBAR
70(6275)600126825111H2011pMAT TOP
REBAR
70(6215)600126775111H2011qMAT TOP
REBAR
70(6155)600126725111H2011rMAT TOP
REBAR
70(6090)600126650111H2011sMAT TOP
REBAR
70(6030)600126600111H2011tMAT TOP
REBAR
70(5970)600126525111H2011uMAT TOP
REBAR
70(5910)600126475111H2011vMAT TOP
REBAR
70(5845)600126400111H2011wMAT TOP
REBAR
70(5785)600126350111H2011xMAT TOP
REBAR
70(5725)600126275111H2011yMAT TOP
REBAR
70(5660)600126225111H2011zMAT TOP
REBAR
70(5600)600126150111H2011aaMAT TOP
REBAR
70(7200)600127750111H2010aMAT TOP
REBAR
(B)(B)(B)(B)
AAAA RRRR
70(7150)600127700111H2010bMAT TOP
REBAR
70(7100)600127650111H2010cMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction51
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
62Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(7050)600127600111H2010dMAT TOP
REBAR
70(7000)600127550111H2010eMAT TOP
REBAR
70(6950)600127500111H2010fMAT TOP
REBAR
70(6900)600127450111H2010gMAT TOP
REBAR
70(6850)600127400111H2010hMAT TOP
REBAR
70(6800)600127350111H2010iMAT TOP
REBAR
70(6750)600127300111H2010jMAT TOP
REBAR
70(6700)600127250111H2010kMAT TOP
REBAR
70(6650)600127200111H2010lMAT TOP
REBAR
70(6600)600127150111H2010mMAT TOP
REBAR
70(6550)600127100111H2010nMAT TOP
REBAR
70(6500)600127050111H2010oMAT TOP
REBAR
70(6450)600127000111H2010pMAT TOP
REBAR
70(6400)600126950111H2010qMAT TOP
REBAR
70(6350)600126900111H2010rMAT TOP
REBAR
70(6300)600126850111H2010sMAT TOP
REBAR
70(6250)600126800111H2010tMAT TOP
REBAR
70(6200)600126750111H2010uMAT TOP
REBAR
70(6150)600126700111H2010vMAT TOP
REBAR
70(6100)600126650111H2010wMAT TOP
REBAR
70(6050)600126600111H2010xMAT TOP
REBAR
70(6000)600126550111H2010yMAT TOP
REBAR
70(5950)600126500111H2010zMAT TOP
REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction52
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
72Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
70(5900)600126450111H2010aaMAT TOP
REBAR
70(5850)600126400111H2010abMAT TOP
REBAR
70(5800)600126350111H2010acMAT TOP
REBAR
70(5750)600126300111H2010adMAT TOP
REBAR
70(5700)600126250111H2010aeMAT TOP
REBAR
70(5650)600126200111H2010afMAT TOP
REBAR
70(5600)600126150111H2010agMAT TOP
REBAR
8080(260)4200260994625221H2015aMAT TOP
REBAR
AAAA (C)(C)(C)(C)
BBBB
DDDD EEEE
8080(260)3835260994250221H2015bMAT TOP
REBAR
8080(260)3475260993900221H2015cMAT TOP
REBAR
8080(260)3110260993525221H2015dMAT TOP
REBAR
8080(260)2750260993175221H2015eMAT TOP
REBAR
70(1500)60012205012121H2019MAT TOP
REBAR
(B)(B)(B)(B)
AAAA RRRR
70(2000)60012255026261H2020MAT TOP
REBAR
(B)(B)(B)(B)
AAAA RRRR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction53
Date :MAT FOUNDATION
18.10.12
SEGUN
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 568 203/TDrg. No
82Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0011600221H2021aMAT TOP
REBAR
AAAA
0010225221H2021bMAT TOP
REBAR
008850221H2021cMAT TOP
REBAR
007450221H2021dMAT TOP
REBAR
006075221H2021eMAT TOP
REBAR
004675221H2021fMAT TOP
REBAR
003300221H2021gMAT TOP
REBAR
001900221H2021hMAT TOP
REBAR
001200018181H2022MAT TOP
REBAR
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction54
MAT FOUNDATION COLUMN HEAD
55
Date :COLUMNS' HEAD
18.10.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANK'SClient :
YBRB 587 303/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0030251961961H2003COLUMN
HEAD
AAAA
0029751341341H2004COLUMN
HEAD
00477538381H2005
103151550108851147567114751051051H2006
103158608255850067850042421H2007
118905907395752567752514141H2008
0029752522521H2011
0040001891891H2012
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction56
COLUMN BASES
57
Date :NIGERIA PROPOSED FIELD OFFICE, 27.11.12DAVID
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 603/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(200) 890 200 21 1250 112 14 8H1206COL BASE TYP1
(200) 1100 200 21 1475 306 18 17H1201COL BASE TYP2
(225) 1240 225 21 1650 260 20 13H1202COL BASE TYP3
(200) 1600 200 21 1975 96 24 4H1204COL BASE TYP4
This Schedule conforms to BS 8666:2005+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction
58
Date :NIGERIA PROPOSED FIELD OFFICE, 27.11.12DAVID
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 603/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(200) 1700 200 21 2075 156 26 6H1203COL BASE TYP5
(210) 1990 125 21 2300 90 30 3H1211COL BASE TYP6
(200) 2200 200 21 2575 64 32 2H1205COL BASE TYP7
(200) 1700 200 21 2075 32 32 1H1203COL BASE TYP8
(3000) 200 11 3200 52 52 1H1207
This Schedule conforms to BS 8666:2005+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction
59
Date :NIGERIA PROPOSED FIELD OFFICE, 27.11.12DAVID
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 603/TDrg. No
30Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 7125 14 14 1H1208COL BASE TYP8
(200) 925 200 21 1300 50 50 1H1209
(600) 200 600 21 1375 14 14 1H1210
This Schedule conforms to BS 8666:2005+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction
60
GROUND FLOOR BEAMS
61
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 703/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(4755)445115175331H1601C/ 1'-5'
(350)506005325650347300331H1602C/ 1'-5'
007975331H1603C/ 1'-5'
(1005)506670325995469325331H1604C/ 1'-5'
(7040)445117475331H1605C/ 1'-5'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction62
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 703/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(350)508270325650349575331H1606C/ 1'-5'
(650)502825325300464425331H1610C/ 1'-5'
007925331H1611C/ 1'-5'
(1005)5066653251015469350331H1612C/ 1'-5'
007975331H1613C/ 1'-5'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction63
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 703/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)5502505117751831831H1046C/ 1'-5'
(4755)445115175331H1601C/ '1-8'
009250331H1607C/ '1-8'
(1005)5066603251015469350331H1608C/ '1-8'
009425331H1609C/ '1-8'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction64
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 703/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)5502505117752352351H1046C/ '1-8'
(350)505990325650347300331H1647C/ '1-8'
(350)508275325650349575331H1648C/ '1-8'
009250331H1649C/ '1-8'
(650)50100003256504611950331H1650C/ '1-8'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction65
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 703/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(7040)445117475331H1651C/ '1-8'
(1005)506670325995469325331H1652C/ '1-8'
009425331H1653C/ '1-8'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction66
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 803/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0010450331H1614RING BM 01
0011950331H1615RING BM 01
0011950331H1616RING BM 01
0011500331H1617RING BM 01
0011850331H1618RING BM 01
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction67
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 803/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0011875331H1619RING BM 01
0011875331H1620RING BM 01
0011850331H1621RING BM 01
0011825331H1622RING BM 01
0011825331H1623RING BM 01
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction68
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 803/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0011850331H1624RING BM 01
0011850331H1625RING BM 01
009200331H1626RING BM 01
0011875331H1627RING BM 01
0010775331H1628RING BM 01
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction69
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 803/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0010000331H1629RING BM 01
006800331H1630RING BM 01
006875331H1631RING BM 01
005075331H1632RING BM 01
006850331H1633RING BM 01
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction70
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 803/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
006925331H1634RING BM 01
009275331H1635RING BM 01
0011950331H1636RING BM 01
0011950331H1637RING BM 01
0011950331H1638RING BM 01
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction71
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 803/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
009275331H1639RING BM 01
0011950331H1640RING BM 01
0011950331H1641RING BM 01
009275331H1642RING BM 01
009250331H1643RING BM 01
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction72
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 803/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
006575331H1644RING BM 01
008900331H1645RING BM 01
(130)(130)5502505117759059051H1046RING BM 01
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction73
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 903/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)5502505117755455451H1046RING BM 02
009175331H1654RING BM 02
0011200331H1656RING BM 02
0011000331H1657RING BM 02
0010975331H1658RING BM 02
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction74
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 903/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0011200331H1659RING BM 02
0011200331H1660RING BM 02
0011000331H1661RING BM 02
0011000331H1662RING BM 02
0011200331H1663RING BM 02
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction75
Date :GROUND BEAMS
18.10.12
YOMI
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 903/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
009000331H1664RING BM 02
008975331H1665RING BM 02
009175331H1666RING BM 02
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction76
FIRST FLOOR SLAB
77
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(130) 400 6950 250 1675 41 9275 314 314 1H16011ST FLRBOTTOM REB
00 4925 8 8 1H12021ST FLRBOTTOM REB
(1500) 250 5355 13 7000 276 276 1H12431ST FLRBOTTOM REB
(10400) 250 11 10650 359 359 1H12441ST FLRBOTTOM REB
(1200) 250 4010 13 5350 26 26 1H12451ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction78
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(250) 9350 250 1600 31 11400 341 341 1H12461ST FLRBOTTOM REB
(250) 2800 250 1000 31 4250 47 47 1H12471ST FLRBOTTOM REB
(250) 3750 250 1000 31 5200 49 49 1H12481ST FLRBOTTOM REB
00 4000 39 39 1H12491ST FLRBOTTOM REB
00 11900 51 51 1H12501ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction79
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 12000 60 60 1H12511ST FLRBOTTOM REB
00 9325 80 80 1H12521ST FLRBOTTOM REB
00 10775 85 85 1H12531ST FLRBOTTOM REB
00 10825 78 78 1H12541ST FLRBOTTOM REB
00 11575 88 88 1H12551ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction80
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 8375 79 79 1H12561ST FLRBOTTOM REB
00 7800 73 73 1H12571ST FLRBOTTOM REB
00 7225 64 64 1H12581ST FLRBOTTOM REB
00 6725 58 58 1H12591ST FLRBOTTOM REB
00 10500 48 48 1H12601ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction81
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 10650 35 35 1H12611ST FLRBOTTOM REB
00 4825 27 27 1H12621ST FLRBOTTOM REB
00 6075 18 18 1H12631ST FLRBOTTOM REB
00 6025 19 19 1H12641ST FLRBOTTOM REB
00 6475 20 20 1H12651ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction82
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 10000 26 26 1H12661ST FLRBOTTOM REB
00 6250 17 17 1H16751ST FLRBOTTOM REB
00 10650 44 44 1H16781ST FLRBOTTOM REB
00 10375 43 43 1H16801ST FLRBOTTOM REB
00 4175 29 29 1H16891ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction83
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 7150 45 45 1H16911ST FLRBOTTOM REB
(1000) 250 2300 250 1000 41 4675 6 6 1H16921ST FLRBOTTOM REB
(1000) 250 3530 250 1000 41 5900 25 25 1H16931ST FLRBOTTOM REB
00 9125 43 43 1H16941ST FLRBOTTOM REB
00 8200 45 45 1H16951ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction84
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
80Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(1500) 250 1500 13 3125 404 404 1H16961ST FLRBOTTOM REB
00 9450 44 44 1H16971ST FLRBOTTOM REB
00 8500 44 44 1H16981ST FLRBOTTOM REB
00 8725 43 43 1H16991ST FLRBOTTOM REB
00 8500 43 43 1H161001ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction85
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
90Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(1000) 250 3890 250 1000 41 6275 10 10 1H161011ST FLRBOTTOM REB
(1200) 250 5965 160 1200 41 8650 21 21 1H161021ST FLRBOTTOM REB
(1000) 250 3500 250 1000 41 5875 19 19 1H161031ST FLRBOTTOM REB
(1000) 250 4185 13 5325 18 18 1H161041ST FLRBOTTOM REB
(130) 400 2725 250 1075 41 4450 22 22 1H161251ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction86
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 013/TDrg. No
01Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(130) 400 7900 250 1675 41 10225 17 17 1H161261ST FLRBOTTOM REB
(130) 400 5800 250 1675 41 8125 6 6 1H161271ST FLRBOTTOM REB
(130) 400 7950 250 1675 41 10275 16 16 1H161281ST FLRBOTTOM REB
(130) 400 5825 250 1675 41 8150 11 11 1H161291ST FLRBOTTOM REB
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction87
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 113/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 2500 34 34 1H16671ST FLR TOPREBAR
(3405) 625 11 4000 49 49 1H16681ST FLR TOPREBAR
00 5000 166 166 1H16691ST FLR TOPREBAR
00 3575 9 9 1H16701ST FLR TOPREBAR
00 2675 14 14 1H16711ST FLR TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction88
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 113/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 1850 6 6 1H16721ST FLR TOPREBAR
00 11900 601 601 1H16731ST FLR TOPREBAR
(9985) 625 11 10600 135 135 1H16741ST FLR TOPREBAR
00 6250 20 20 1H16751ST FLR TOPREBAR
(9370) 625 11 9975 240 240 1H16761ST FLR TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction89
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 113/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 3450 26 26 1H16771ST FLR TOPREBAR
(10130) 625 11 10725 167 167 1H16791ST FLR TOPREBAR
00 2875 13 13 1H16811ST FLR TOPREBAR
00 6075 21 21 1H16821ST FLR TOPREBAR
00 2575 18 18 1H16831ST FLR TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction90
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 113/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 6025 23 23 1H16841ST FLR TOPREBAR
00 3525 9 9 1H16851ST FLR TOPREBAR
00 6475 24 24 1H16861ST FLR TOPREBAR
00 2200 22 22 1H16871ST FLR TOPREBAR
00 4750 25 25 1H16881ST FLR TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction91
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 113/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 4175 34 34 1H16891ST FLR TOPREBAR
00 4925 12 12 1H16901ST FLR TOPREBAR
00 11500 312 312 1H161231ST FLR TOPREBAR
00 6000 52 52 1H161241ST FLR TOPREBAR
(2705) 625 11 3300 47 47 1H161301ST FLR TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction92
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 113/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(2350) 1100 160 1250 31 4775 22 22 1H161311ST FLR TOPREBAR
(1250) 100 1100 6375 99 8725 314 314 1H161321ST FLR TOPREBAR
00 9000 31 31 1H161331ST FLR TOPREBAR
00 9500 71 71 1H161341ST FLR TOPREBAR
00 6000 101 101 1H161351ST FLR TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction93
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 113/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 5000 101 101 1H161361ST FLR TOPREBAR
(1250) 100 1100 5350 99 7700 12 12 1H161371ST FLR TOPREBAR
(1250) 100 1100 7275 99 9625 33 33 1H161381ST FLR TOPREBAR
(1250) 100 1100 5475 99 7825 6 6 1H161391ST FLR TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction94
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 213/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 775 8 8 1H12041ST FLRSTIFFENER&F
00 300 4 4 1H12051ST FLRSTIFFENER&F
00 1525 8 8 1H12061ST FLRSTIFFENER&F
00 725 4 4 1H12071ST FLRSTIFFENER&F
00 950 4 4 1H12081ST FLRSTIFFENER&F
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction95
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 213/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 7375 24 24 1H12091ST FLRSTIFFENER&F
00 10100 24 24 1H12101ST FLRSTIFFENER&F
00 10475 24 24 1H12111ST FLRSTIFFENER&F
(130) (130) 1275 130 51 2975 741 741 1H101051ST FLRSTIFFENER&F
00 11450 24 24 1H101061ST FLRSTIFFENER&F
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction96
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 213/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 8100 24 24 1H101071ST FLRSTIFFENER&F
00 9025 12 12 1H101081ST FLRSTIFFENER&F
00 11500 84 84 1H101091ST FLRSTIFFENER&F
00 11575 24 24 1H101101ST FLRSTIFFENER&F
00 9375 12 12 1H101111ST FLRSTIFFENER&F
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction97
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 213/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 2250 12 12 1H121121ST FLRSTIFFENER&F
00 1825 6 6 1H121131ST FLRSTIFFENER&F
00 5000 12 12 1H101141ST FLRSTIFFENER&F
(130) (130) 250 550 51 1775 384 384 1H101401ST FLRSTIFFENER&F
(190) 6825 190 21 7100 80 80 1H201411ST FLRSTIFFENER&F
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction98
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 213/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(130) (130) 250 300 51 1275 768 768 1H101421ST FLRSTIFFENER&F
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction99
FIRST FLOOR BEAMS
100
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 413/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
2303559010350104506710450331H2517RING BM
0011950331H1618RING BM
0011950331H1619RING BM
0011500331H1620RING BM
0011850331H1621RING BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction101
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 413/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0011875331H1622RING BM
0011875331H1623RING BM
0011850331H1624RING BM
0011825331H1625RING BM
0011825331H1626RING BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction102
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 413/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0011850331H1627RING BM
0011850331H1628RING BM
009200331H1629RING BM
0011875331H1630RING BM
0010775331H1631RING BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction103
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 413/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0010000331H1632RING BM
006800331H1633RING BM
006875331H1634RING BM
005075331H1635RING BM
2302525568106840676850331H2536RING BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction104
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 413/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
2302526068756910676925331H2537RING BM
009275331H1638RING BM
0011950331H1639RING BM
0011950331H1640RING BM
0011950331H1641RING BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction105
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 413/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
009275331H1642RING BM
0011950331H1643RING BM
0011950331H1644RING BM
009275331H1645RING BM
009250331H1646RING BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction106
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 413/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
006575331H1647RING BM
008900331H1648RING BM
(130)(130)5502505117759059051H1049RING BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction107
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(500)96205002110525331H2001BM 01
(500)96205002110500881H2502BM 01
009500441H1603BM 01
(130)(130)85045051277552521H1004BM 01
(130)(130)85020051227552521H1005BM 01
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction108
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)85045051277553531H1004BM 02
(130)(130)85025051237553531H1006BM 02
009725441H1678BM 02
(500)97505002110625661H2579BM 02
(500)97505002110650331H2080BM 02
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction109
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(300)9150300219700661H1607BM 03
(130)(130)55018051162550501H1009BM 03
(130)(130)55018051162523231H1009BM 04
(300)4200300214750331H1610BM 04
(300)4200300214750331H1611BM 04
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction110
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)55018051162521211H1009BM 05
(300)3870300214425331H1612BM 05
(300)3870300214425331H1613BM 05
(130)(130)55018051162525251H1009BM 06
(300)5020300215575331H1614BM 06
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction111
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(300)5020300215575331H1615BM 06
(130)(130)5503505119752372371H1016C / 1' - 8'
(300)505835400750347225441H2553C / 1' - 8'
(200)504520400650345750331H1654C / 1' - 8'
(200)808740400650349975331H1655C / 1' - 8'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction112
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)8501755122252372371H1056C / 1' - 8'
80(9500)4508002610750441H1657C / 1' - 8'
009275881H2558C / 1' - 8'
00180018181H2559C / 1' - 8'
0020010101H2561C / 1' - 8'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction113
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(650)50330040065046540012121H1662C / 1' - 8'
(200)803000400650344225221H1663C / 1' - 8'
0011525221H1664C / 1' - 8'
(300)502810400650344150331H1666C / 1' - 8'
50(8165)445855269475331H2567C / 1' - 8'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction114
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
80Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(300)503495450800345025331H1668C / 1' - 8'
(1000)506830450800469550441H2569C / 1' - 8'
00420023231H2570C / 1' - 8'
003150661H2571C / 1' - 8'
00372510101H2572C / 1' - 8'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction115
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
90Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)5503505119751861861H1016C / '5 - 2'
(300)506085400800347525441H2550C / '5 - 2'
(300)504355400650345675331H1651C / '5 - 2'
(200)6550116725221H1652C / '5 - 2'
(130)(130)8501755122251861861H1056C / '5 - 2'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction116
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
01Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
80(9500)4508002610750441H1657C / '5 - 2'
009275881H2558C / '5 - 2'
001800661H2559C / '5 - 2'
00551H2560C / '5 - 2'
0020010101H2561C / '5 - 2'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction117
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
11Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(650)503300400650465400661H1662C / '5 - 2'
(200)807800400650349025221H1665C / '5 - 2'
004200771H2570C / '5 - 2'
003150881H2571C / '5 - 2'
(300)502840400650344175331H1673C / '5 - 2'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction118
Date :FIRST FLOOR BEAMS
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 513/TDrg. No
21Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(650)502660400650464775331H1674C / '5 - 2'
(1000)505420450800468125441H2575C / '5 - 2'
(300)503555400800345025331H1676C / '5 - 2'
00385016161H2577C / '5 - 2'
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction119
FIRST FLOOR COLUMN HEAD
120
Date :FIRST FLOOR SLAB
28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 A213/Drg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 2725 176 176 1H161461ST FLR COLHEAD REBAR
00 1825 253 253 1H161471ST FLR COLHEAD REBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction121
SOLAR RING
122
Date :FIRST FLOOR / ROOF SLAB
28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 613/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(1200) 150 3000 150 1200 41 5625 580 580 1H12115SOLAR RING
(1000) 150 2210 150 1000 41 4425 135 135 1H12116SOLAR RING
00 11500 271 271 1H10117SOLAR RING
00 5500 13 13 1H10118SOLAR RING
00 7175 13 13 1H10119SOLAR RING
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction123
Date :FIRST FLOOR / ROOF SLAB
28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 613/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 9775 22 22 1H10120SOLAR RING
00 10800 12 12 1H10121SOLAR RING
00 12000 12 12 1H10122SOLAR RING
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction124
SOLAR RING BEAMS
125
Date :SOLAR RING BEAM
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 713/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0010450661H2001SOLAR RING
BM
0011950661H1602SOLAR RING
BM
0011950661H1603SOLAR RING
BM
0011500661H1604SOLAR RING
BM
0011850661H1605SOLAR RING
BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction126
Date :SOLAR RING BEAM
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 713/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0011875661H1606SOLAR RING
BM
0011875661H1607SOLAR RING
BM
0011850661H1608SOLAR RING
BM
0011825661H1609SOLAR RING
BM
0011825661H1610SOLAR RING
BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction127
Date :SOLAR RING BEAM
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 713/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0011850661H1611SOLAR RING
BM
0011850661H1612SOLAR RING
BM
009200661H1613SOLAR RING
BM
0011875661H1614SOLAR RING
BM
0010775661H2015SOLAR RING
BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction128
Date :SOLAR RING BEAM
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 713/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0010000661H2016SOLAR RING
BM
006800661H1617SOLAR RING
BM
006875661H1618SOLAR RING
BM
005075331H1619SOLAR RING
BM
006850661H1620SOLAR RING
BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction129
Date :SOLAR RING BEAM
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 713/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
006925661H1621SOLAR RING
BM
009275661H1622SOLAR RING
BM
0011950661H1623SOLAR RING
BM
0011950661H1624SOLAR RING
BM
0011950661H1625SOLAR RING
BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction130
Date :SOLAR RING BEAM
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 713/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
009275661H1626SOLAR RING
BM
0011950661H1627SOLAR RING
BM
0011950661H1628SOLAR RING
BM
009275661H1629SOLAR RING
BM
009250661H1630SOLAR RING
BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction131
Date :SOLAR RING BEAM
18.10.12
JEJE
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 713/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
006575661H1631SOLAR RING
BM
008900661H1632SOLAR RING
BM
(130)(130)4005105120009059051H1033SOLAR RING
BM
(130)(130)4002005113758548541H1034SOLAR RING
BM
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction132
TYPICAL FLOOR SLAB
133
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 813/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(125)400695025016754193253603601H1201TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00715053531H1205TYPICAL FLR
SLAB(BTM BA
AAAA
(125)40079502501675411032533331H1203TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(125)40058002501675418175661H12252TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00912552521H1206TYPICAL FLR
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction134
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 813/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00820053531H1207TYPICAL FLR
SLAB(BTM BA
AAAA
00625020201H1209TYPICAL FLR
SLAB(BTM BA
AAAA
(125)4002725250107541450022221H12256TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00945055551H1211TYPICAL FLR
SLAB(BTM BA
AAAA
00850052521H1212TYPICAL FLR
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction135
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 813/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00872555551H1213TYPICAL FLR
SLAB(BTM BA
AAAA
00850052521H1214TYPICAL FLR
SLAB(BTM BA
AAAA
001037552521H1215TYPICAL FLR
SLAB(BTM BA
AAAA
(1000)2503890250100041630013131H1216TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(1000)2503530250100041595032321H1217TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction136
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 813/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1000)25023002501000414725661H1218TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00417534341H1219TYPICAL FLR
SLAB(BTM BA
AAAA
001065052521H1210TYPICAL FLR
SLAB(BTM BA
AAAA
(1000)2503500250100041592522221H1221TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(1000)250418513532518181H1222TYPICAL FLR
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction137
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 813/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00492512121H1224TYPICAL FLR
SLAB(BTM BA
AAAA
00380010101H1225TYPICAL FLR
SLAB(BTM BA
AAAA
(1200)2505965150120041867525251H1227TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(125)4005825250167541820011111H12251TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(1500)250150013312564641H1229TYPICAL FLR
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction138
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 813/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(125)4006400250167541877529291H12249TYPICAL FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(7175)40012521767527271H12226TYPICAL FLR
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction139
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 913/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00106501371371H1210TYPICAL (TOP
BAR)
AAAA
(1000)250227013340016161H1244TYPICAL (TOP
BAR)
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
(1000)2002275133375771H1245TYPICAL (TOP
BAR)
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
(600)81020081031235010101H1246TYPICAL (TOP
BAR)
AAAA
BBBB
CCCC
(D)(D)(D)(D)
001150054541H12235TYPICAL (TOP
BAR)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction140
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 913/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
002875771H1230TYPICAL (TOP
BAR)
AAAA
00257510101H1231TYPICAL (TOP
BAR)
AAAA
002675881H1241TYPICAL (TOP
BAR)
AAAA
001850441H1240TYPICAL (TOP
BAR)
AAAA
003525991H1236TYPICAL (TOP
BAR)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction141
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 913/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
003575991H1237TYPICAL (TOP
BAR)
AAAA
(6375)110012012503187753143141H1228TYPICAL (TOP
BAR)
AAAA
BBBB
CCCC
(D)(D)(D)(D)
004925771H1224TYPICAL (TOP
BAR)
AAAA
003800661H1225TYPICAL (TOP
BAR)
AAAA
00475013131H1238TYPICAL (TOP
BAR)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction142
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 913/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00417518181H1219TYPICAL (TOP
BAR)
AAAA
00220012121H1235TYPICAL (TOP
BAR)
AAAA
(7275)1100120125031967533331H12248TYPICAL (TOP
BAR)
AAAA
BBBB
CCCC
(D)(D)(D)(D)
(5475)11001201250317875661H12253TYPICAL (TOP
BAR)
AAAA
BBBB
CCCC
(D)(D)(D)(D)
(2350)1100120125031475022221H12255TYPICAL (TOP
BAR)
AAAA
BBBB
CCCC
(D)(D)(D)(D)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction143
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 913/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00625011111H1209TYPICAL (TOP
BAR)
AAAA
(5350)11001201250317750771H12254TYPICAL (TOP
BAR)
AAAA
BBBB
CCCC
(D)(D)(D)(D)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction144
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 023/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00725441H1250TYPICAL FLR
SLAB(STIFFE
AAAA
00950441H1251TYPICAL FLR
SLAB(STIFFE
AAAA
00300441H1248TYPICAL FLR
SLAB(STIFFE
AAAA
00737524241H1252TYPICAL FLR
SLAB(STIFFE
AAAA
001010024241H1253TYPICAL FLR
SLAB(STIFFE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction145
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 023/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001047524241H1254TYPICAL FLR
SLAB(STIFFE
AAAA
00775881H1247TYPICAL FLR
SLAB(STIFFE
AAAA
001525881H1249TYPICAL FLR
SLAB(STIFFE
AAAA
001825661H12222TYPICAL FLR
SLAB(STIFFE
AAAA
00225012121H12221TYPICAL FLR
SLAB(STIFFE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction146
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 023/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(190)682519021710080801H20257TYPICAL FLR
SLAB(STIFFE
AAAA
BBBB
(C)(C)(C)(C)
(130)(130)2505505117753843841H10258TYPICAL FLR
SLAB(STIFFE
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(130)(130)2503005112757687681H10259TYPICAL FLR
SLAB(STIFFE
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction147
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 A023/Drg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0027251761761H16146TYPICAL FLR
SLAB(COL.HE
AAAA
0018252532531H16147TYPICAL FLR
SLAB(COL.HE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction148
TYPICAL FLOOR BEAMS
149
2
150
151
152
153
154
155
156
157
158
TERRACE FLOOR SLAB
159
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 823/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00945051511H1211 TERRACE
SLAB(BTM BA
AAAA
00872550501H1213 TERRACE
SLAB(BTM BA
AAAA
00380010101H1225 TERRACE
SLAB(BTM BA
AAAA
(1200)2505965150120041867525251H1227 TERRACE
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(1000)2503530250100041595014141H1217 TERRACE
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction160
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 823/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1000)25023002501000414725661H1218 TERRACE
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00417533331H1219 TERRACE
SLAB(BTM BA
AAAA
(1500)2505785250150041920022221H12239 TERRACE
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(1000)250418513532518181H1222 TERRACE
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
(500)695025016503193003603601H1255 TERRACE
SLAB(BTM BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction161
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 823/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001065051511H1210 TERRACE
SLAB(BTM BA
AAAA
00850051511H1212 TERRACE
SLAB(BTM BA
AAAA
00850050501H1214 TERRACE
SLAB(BTM BA
AAAA
001037550501H1215 TERRACE
SLAB(BTM BA
AAAA
00880013131H12245 TERRACE
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction162
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 823/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1200)250120021262536361H12246 TERRACE
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
(500)79002501675311027539391H1259 TERRACE
SLAB(BTM BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
00715051511H1205 TERRACE
SLAB(BTM BA
AAAA
00912551511H1206 TERRACE
SLAB(BTM BA
AAAA
00820051511H1207 TERRACE
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction163
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 823/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(500)310011360022221H1257 TERRACE
SLAB(BTM BA
(B)(B)(B)(B)
AAAA
00625020201H1209 TERRACE
SLAB(BTM BA
AAAA
(250)5725250168531785011111H1266 TERRACE
SLAB(BTM BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
(1000)2503255250100041567517171H12240 TERRACE
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00490017171H12210 TERRACE
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction164
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 823/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1500)250481513645013131H12209 TERRACE
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
00677532321H12211 TERRACE
SLAB(BTM BA
AAAA
(500)720011770027271H12217 TERRACE
SLAB(BTM BA
(B)(B)(B)(B)
AAAA
(500)6325250168531870029291H12216 TERRACE
SLAB(BTM BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction165
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 923/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00106501561561H1210TERRACE
SLAB(TOP BA
AAAA
001137526261H12236TERRACE
SLAB(TOP BA
AAAA
008800771H12245TERRACE
SLAB(TOP BA
AAAA
(1000)250227013340016161H1244TERRACE
SLAB(TOP BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
002675881H1241TERRACE
SLAB(TOP BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction166
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 923/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001850441H1240TERRACE
SLAB(TOP BA
AAAA
003525991H1236TERRACE
SLAB(TOP BA
AAAA
003575991H1237TERRACE
SLAB(TOP BA
AAAA
(6375)110012011003186253143141H1264TERRACE
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
003800661H1225TERRACE
SLAB(TOP BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction167
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 923/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00475013131H1238TERRACE
SLAB(TOP BA
AAAA
00417521211H1219TERRACE
SLAB(TOP BA
AAAA
00452512121H12241TERRACE
SLAB(TOP BA
AAAA
(7275)1100120110031952539391H1261TERRACE
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
(3320)1100120110031557522221H12244TERRACE
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction168
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 923/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00750011111H12215TERRACE
SLAB(TOP BA
AAAA
(5410)250115650881H1267TERRACE
SLAB(TOP BA
(B)(B)(B)(B)
AAAA
002300991H12242TERRACE
SLAB(TOP BA
AAAA
00422513131H12212TERRACE
SLAB(TOP BA
AAAA
00490017171H12210TERRACE
SLAB(TOP BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction169
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 923/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001000017171H12213TERRACE
SLAB(TOP BA
AAAA
(1210)250240013375020201H12214TERRACE
SLAB(TOP BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction170
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 033/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001047528281H1254 TERRACE
SLAB(STIFFE
AAAA
00737528281H1252 TERRACE
SLAB(STIFFE
AAAA
(1000)5501903003219752762761H12247 TERRACE
SLAB(STIFFE
AAAA
BBBB
CCCC
(D)(D)(D)(D)
001010028281H1253 TERRACE
SLAB(STIFFE
AAAA
(130)(130)2503005112757687681H10259 TERRACE
SLAB(STIFFE
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction171
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 033/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(190)682519021710080801H20257 TERRACE
SLAB(STIFFE
AAAA
BBBB
(C)(C)(C)(C)
(130)(130)2505505117753843841H10258 TERRACE
SLAB(STIFFE
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
009150441H10220 TERRACE
SLAB(STIFFE
AAAA
(990)56520055531225044441H12219 TERRACE
SLAB(STIFFE
AAAA
BBBB
CCCC
(D)(D)(D)(D)
00300441H1248 TERRACE
SLAB(STIFFE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction172
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 033/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00725441H1250 TERRACE
SLAB(STIFFE
AAAA
00950441H1251 TERRACE
SLAB(STIFFE
AAAA
00775881H1247 TERRACE
SLAB(STIFFE
AAAA
001525881H1249 TERRACE
SLAB(STIFFE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction173
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 A033/Drg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0027252092091H16146TERRACE
SLAB(COL.HE
AAAA
0023002532531H16148TERRACE
SLAB(COL.HE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction174
TERRACE FLOOR BEAMS
175
2
176
177
178
179
180
181
182
183
184
185
186
187
FIFTH FLOOR SLAB
188
Date :R.C.TERRACE SLAB
28.11.12
jos
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 323/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1500)250150013312564641H1229FIFTH FLR
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
00945056561H1211FIFTH FLR
SLAB(BTM BA
AAAA
00872555551H1213FIFTH FLR
SLAB(BTM BA
AAAA
(1200)2505965150120041867525251H1227FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00380010101H1225FIFTH FLR
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction189
Date :R.C.TERRACE SLAB
28.11.12
jos
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 323/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1000)2503500250100041592522221H1221FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(1000)250418513532518181H1222FIFTH FLR
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
(125)400695025016754193253603601H1201FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00492512121H1224FIFTH FLR
SLAB(BTM BA
AAAA
001037552521H1215FIFTH FLR
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction190
Date :R.C.TERRACE SLAB
28.11.12
jos
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 323/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1000)2503890250100041630013131H1216FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(1000)2503530250100041595032321H1217FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(1000)25023002501000414725661H1218FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00417534341H1219FIFTH FLR
SLAB(BTM BA
AAAA
00912552521H1206FIFTH FLR
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction191
Date :R.C.TERRACE SLAB
28.11.12
jos
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 323/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00850052521H1214FIFTH FLR
SLAB(BTM BA
AAAA
00715053531H1205FIFTH FLR
SLAB(BTM BA
AAAA
00820053531H1207FIFTH FLR
SLAB(BTM BA
AAAA
(125)4002725250107541450022221H12256FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
00625020201H1209FIFTH FLR
SLAB(BTM BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction192
Date :R.C.TERRACE SLAB
28.11.12
jos
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 323/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00850052521H1212FIFTH FLR
SLAB(BTM BA
AAAA
(125)40079502501675411032533331H1203FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(125)40058002501675418175661H12252FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
001065052521H1210FIFTH FLR
SLAB(BTM BA
AAAA
(125)4005825250167541820011111H12251FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction193
Date :R.C.TERRACE SLAB
28.11.12
jos
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 323/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(125)4006400250167541877529291H12249FIFTH FLR
SLAB(BTM BAAAAA
BBBB
CCCC
DDDD
(E)(E)(E)(E)
(7175)40012521767527271H12226FIFTH FLR
SLAB(BTM BA
AAAA
BBBB
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction194
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 423/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1000)250227013340032162H1244FIFTH FLR
SLAB(TOP BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
(1000)20022751333751472H1245FIFTH FLR
SLAB(TOP BA
AAAA
BBBB
(C)(C)(C)(C)
semi-circularsemi-circularsemi-circularsemi-circular
(600)81020081031235020102H1246FIFTH FLR
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
00106502721362H1210FIFTH FLR
SLAB(TOP BA
AAAA
001150054272H12235FIFTH FLR
SLAB(TOP BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction195
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 423/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001037554272H1215FIFTH FLR
SLAB(TOP BA
AAAA
0028751472H1230FIFTH FLR
SLAB(TOP BA
AAAA
00257520102H1231FIFTH FLR
SLAB(TOP BA
AAAA
0026751682H1241FIFTH FLR
SLAB(TOP BA
AAAA
001850842H1240FIFTH FLR
SLAB(TOP BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction196
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 423/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0035251892H1236FIFTH FLR
SLAB(TOP BA
AAAA
0035751892H1237FIFTH FLR
SLAB(TOP BA
AAAA
(6375)110012012503187756283142H1228FIFTH FLR
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
0049251472H1224FIFTH FLR
SLAB(TOP BA
AAAA
0038001262H1225FIFTH FLR
SLAB(TOP BA
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction197
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 423/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00475026132H1238FIFTH FLR
SLAB(TOP BA
AAAA
00417536182H1219FIFTH FLR
SLAB(TOP BA
AAAA
00220024122H1235FIFTH FLR
SLAB(TOP BA
AAAA
(7275)1100120125031967566332H12248FIFTH FLR
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
(5475)110012012503178751262H12253FIFTH FLR
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction198
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 423/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(2350)1100120125031475044222H12255FIFTH FLR
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
00625022112H1209FIFTH FLR
SLAB(TOP BA
AAAA
(5350)110012012503177501472H12254FIFTH FLR
SLAB(TOP BA
AAAA
BBBB
CCCC
(D)(D)(D)(D)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction199
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 523/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001010024241H1253FIFTH FLR
SLAB(STIFFE
AAAA
001047524241H1254FIFTH FLR
SLAB(STIFFE
AAAA
00737524241H1252FIFTH FLR
SLAB(STIFFE
AAAA
00300441H1248FIFTH FLR
SLAB(STIFFE
AAAA
00775881H1247FIFTH FLR
SLAB(STIFFE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction200
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 523/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001525881H1249FIFTH FLR
SLAB(STIFFE
AAAA
00225012121H12221FIFTH FLR
SLAB(STIFFE
AAAA
(190)682519021710080801H20257FIFTH FLR
SLAB(STIFFE
AAAA
BBBB
(C)(C)(C)(C)
(130)(130)2505505117753843841H10258FIFTH FLR
SLAB(STIFFE
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(130)(130)2503005112757687681H10259FIFTH FLR
SLAB(STIFFE
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction201
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 523/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001825661H12222FIFTH FLR
SLAB(STIFFE
AAAA
00725441H1250FIFTH FLR
SLAB(STIFFE
AAAA
00950441H1251FIFTH FLR
SLAB(STIFFE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction202
Date :R.C.TERRACE SLAB
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB 587 A523/Drg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0027251761761H16146FIFTH FLR
SLAB(COL.HE
AAAA
0018252532531H16147FIFTH FLR
SLAB(COL.HE
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction203
FIFTH FLOOR BEAMS
204
7
205
206
207
208
209
210
211
212
213
ROOF SLAB
214
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 333/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 3800 10 10 1H1203ROOF SLABBOTTOM REB
(1600) 250 8460 250 1600 41 12075 1 1 1H1212aROOF SLABBOTTOM REB
(1595) 250 8385 250 1595 41 12000 1 1 1H1212bROOF SLABBOTTOM REB
(1595) 250 8305 250 1595 41 11900 1 1 1H1212c
(1590) 250 8230 250 1590 41 11825 1 1 1H1212d
(1590) 250 8150 250 1590 41 11750 1 1 1H1212e
(1585) 250 8070 250 1585 41 11650 1 1 1H1212f
(1585) 250 7995 250 1585 41 11575 1 1 1H1212g
(1580) 250 7915 250 1580 41 11500 1 1 1H1212h
(1580) 250 7840 250 1580 41 11425 1 1 1H1212i
(1575) 250 7760 250 1575 41 11325 1 1 1H1212j
(1570) 250 7685 250 1570 41 11250 1 1 1H1212k
(1570) 250 7605 250 1570 41 11150 1 1 1H1212l
(1565) 250 7530 250 1565 41 11075 1 1 1H1212m
(1565) 250 7450 250 1565 41 11000 1 1 1H1212n
(1560) 250 7375 250 1560 41 10900 1 1 1H1212o
(1560) 250 7295 250 1560 41 10825 1 1 1H1212p
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction215
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 333/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(1555) 250 7220 250 1555 41 10750 1 1 1H1212qROOF SLABBOTTOM REB
(1555) 250 7140 250 1555 41 10675 1 1 1H1212r
(1550) 250 7065 250 1550 41 10575 1 1 1H1212s
(1545) 250 6985 250 1545 41 10500 1 1 1H1212t
(1545) 250 6910 250 1545 41 10425 1 1 1H1212u
(1540) 250 6830 250 1540 41 10325 1 1 1H1212v
(1540) 250 6755 250 1540 41 10250 1 1 1H1212w
(1535) 250 6675 250 1535 41 10150 1 1 1H1212x
(1535) 250 6600 250 1535 41 10075 1 1 1H1212y
(1530) 250 6520 250 1530 41 10000 1 1 1H1212z
(1530) 250 6445 250 1530 41 9925 1 1 1H1212aa
(1525) 250 6365 250 1525 41 9825 1 1 1H1212ab
(1520) 250 6290 250 1520 41 9750 1 1 1H1212ac
(1520) 250 6210 250 1520 41 9675 1 1 1H1212ad
(1515) 250 6135 250 1515 41 9575 1 1 1H1212ae
(1515) 250 6055 250 1515 41 9500 1 1 1H1212af
(1510) 250 5980 250 1510 41 9425 1 1 1H1212ag
(1510) 250 5900 250 1510 41 9325 1 1 1H1212ah
(1505) 250 5820 250 1505 41 9250 1 1 1H1212ai
(1505) 250 5745 250 1505 41 9175 1 1 1H1212aj
(1500) 250 5665 250 1500 41 9075 1 1 1H1212ak
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction216
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 333/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 10625 92 92 1H1214ROOF SLABBOTTOM REB
00 8950 4 4 1H1215aROOF SLABBOTTOM REB
00 8775 4 4 1H1215bROOF SLABBOTTOM REB
00 8575 4 4 1H1215c
00 8400 4 4 1H1215d
00 8225 4 4 1H1215e
00 8025 4 4 1H1215f
00 7850 4 4 1H1215g
00 7650 4 4 1H1215h
00 7475 4 4 1H1215i
00 7300 4 4 1H1215j
00 7100 4 4 1H1215k
00 6925 4 4 1H1215l
00 6750 4 4 1H1215m
00 6550 4 4 1H1215n
00 6375 4 4 1H1215o
00 6200 4 4 1H1215p
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction217
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 333/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 6000 4 4 1H1215qROOF SLABBOTTOM REB
00 5825 4 4 1H1215r
00 5650 4 4 1H1215s
00 5450 4 4 1H1215t
00 5275 4 4 1H1215u
00 5100 4 4 1H1215v
00 10625 46 46 1H1216
00 10700 2 2 1H1217aROOF SLABBOTTOM REB
00 10625 2 2 1H1217bROOF SLABBOTTOM REB
00 10550 2 2 1H1217c
00 10475 2 2 1H1217d
00 10400 2 2 1H1217e
00 10325 2 2 1H1217f
00 10250 2 2 1H1217g
00 10150 2 2 1H1217h
00 10075 2 2 1H1217i
00 10000 2 2 1H1217j
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction218
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 333/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 9925 2 2 1H1217kROOF SLABBOTTOM REB
00 9850 2 2 1H1217l
00 9775 2 2 1H1217m
00 9700 2 2 1H1217n
00 9600 2 2 1H1217o
00 9525 2 2 1H1217p
00 9450 2 2 1H1217q
00 9375 2 2 1H1217r
00 9300 2 2 1H1217s
00 9225 2 2 1H1217t
00 9150 2 2 1H1217u
00 9050 2 2 1H1217v
00 8975 2 2 1H1217w
(1600) 250 8095 13 9825 37 37 1H1226
(500) 125 2115 125 500 41 3275 2 2 1H1239aROOF SLABBOTTOM REB
(500) 125 2035 125 500 41 3200 2 2 1H1239bROOF SLABBOTTOM REB
(500) 125 1960 125 500 41 3125 2 2 1H1239c
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction219
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 333/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
(500) 125 1885 125 500 41 3050 2 2 1H1239dROOF SLABBOTTOM REB
(500) 125 1810 125 500 41 2975 2 2 1H1239e
(500) 125 1735 125 500 41 2900 2 2 1H1239f
00 4200 1 1 1H1040a
00 4075 1 1 1H1040bROOF SLABBOTTOM REB
00 3925 1 1 1H1040c
00 3800 1 1 1H1040d
00 3650 1 1 1H1040e
00 3525 1 1 1H1040f
00 3375 1 1 1H1040g
00 3250 1 1 1H1040h
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction220
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 433/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 3800 10 10 1H1203ROOF TOPREBAR
(600) 875 200 735 31 2350 19 19 1H1213ROOF TOPREBAR
00 2400 488 488 1H1218ROOF TOPREBAR
(1630) 250 2875 13 4650 262 262 1H1219ROOF TOPREBAR
00 2775 60 60 1H1020ROOF TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction221
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 433/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 2775 60 60 1H1021ROOF TOPREBAR
00 2275 40 40 1H1022ROOF TOPREBAR
00 1775 10 10 1H1023ROOF TOPREBAR
00 2500 10 10 1H1024ROOF TOPREBAR
00 2725 26 26 1H1225ROOF TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction222
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 433/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 7150 37 37 1H1227ROOF TOPREBAR
00 6775 1 1 1H1228aROOF TOPREBAR
00 6725 1 1 1H1228bROOF TOPREBAR
00 6650 1 1 1H1228c
00 6600 1 1 1H1228d
00 6525 1 1 1H1228e
00 6450 1 1 1H1228f
00 6400 1 1 1H1228g
00 6325 1 1 1H1228h
00 6275 1 1 1H1228i
00 6200 1 1 1H1228j
00 6125 1 1 1H1228k
00 6075 1 1 1H1228l
00 6000 1 1 1H1228m
00 5950 1 1 1H1228n
00 5875 1 1 1H1228o
00 5825 1 1 1H1228p
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction223
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 433/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 5750 1 1 1H1228qROOF TOPREBAR
00 5675 1 1 1H1228r
00 5625 1 1 1H1228s
00 5550 1 1 1H1228t
00 5500 1 1 1H1228u
00 5425 1 1 1H1228v
00 5350 1 1 1H1228w
00 5300 1 1 1H1228x
00 5225 1 1 1H1228y
00 5175 1 1 1H1228z
00 5100 1 1 1H1228aa
00 5025 1 1 1H1228ab
00 4975 1 1 1H1228ac
00 4900 1 1 1H1228ad
00 4850 1 1 1H1228ae
00 4775 1 1 1H1228af
00 4725 1 1 1H1228ag
00 4650 1 1 1H1228ah
00 4575 1 1 1H1228ai
00 4525 1 1 1H1228aj
00 4450 1 1 1H1228ak
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction224
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 433/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 8675 20 20 1H1029ROOF TOPREBAR
00 11775 20 20 1H1030ROOF TOPREBAR
00 10425 20 20 1H1031ROOF TOPREBAR
00 2875 16 16 1H1032ROOF TOPREBAR
00 2875 16 16 1H1033ROOF TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction225
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 433/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 1150 16 16 1H1034ROOF TOPREBAR
00 2700 16 16 1H1035ROOF TOPREBAR
00 1300 16 16 1H1036ROOF TOPREBAR
00 2775 8 8 1H1037ROOF TOPREBAR
(495) 880 250 860 31 2425 19 19 1H1238ROOF TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction226
Date :FIRST FLOOR / ROOF SLAB
28.11.12
SEGUN
Job No :
Last revised :
Project :By :
AFDBClient :
YBRB587 433/TDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
ShapeCode
Lengthof each
barmm +
TotalNo
No ofbars ineach
No ofmbrs
TypeandSize
Bar Mark
Member
00 1900 8 8 1H1041ROOF TOPREBAR
3010 855 60 3870 1175 99 8975 11 11 1H1042ROOF TOPREBAR
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction227
ROOF BEAMS
228
3 6
229
230
231
232
233
234
235
236
237
238
239
240
241
COLUMNS
242
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 733/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(300)51075187512502550H1020COL. TYPE 1
AAAA
(B)(B)(B)(B)
(6340)415116700400850H2024COL. TYPE 1
(B)(B)(B)(B)
AAAA
(4120)300114375400850H2025COL. TYPE 1
(B)(B)(B)(B)
AAAA
(4325)3001145753284H2006COL. TYPE 1A
(B)(B)(B)(B)
AAAA
(300)51075187580204H1020COL. TYPE 1A
AAAA
(B)(B)(B)(B)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction243
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 733/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(4120)3001143753284H2025COL. TYPE 1A
(B)(B)(B)(B)
AAAA
(4345)30011462556414H1611COL. TYPE 2
(B)(B)(B)(B)
AAAA
(130)(130)2752755112753222314H1012COL. TYPE 2
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(3970)30011425056414H1648COL. TYPE 2
(B)(B)(B)(B)
AAAA
(130)(130)5505505123752001002H1013COL. TYPE 3
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction244
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 733/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(3495)30011375024122H2022COL. TYPE 3
(B)(B)(B)(B)
AAAA
(4120)30011437524122H2025COL. TYPE 3
(B)(B)(B)(B)
AAAA
(130)(130)5502505117754002002H1031COL. TYPE 3
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
50(2685)3251710264725100502H2036COL. TYPE 3
AAAA
BBBB
(C)(C)(C)(C)
DDDD
50(3530)325167026552524122H2049COL. TYPE 3
AAAA
BBBB
(C)(C)(C)(C)
DDDD
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction245
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 733/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(4505)3001147501682H2507COL. TYPE 4
(B)(B)(B)(B)
AAAA
(130)(130)1805505116252081042H1018COL. TYPE 4
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
50(2685)325172526475032162H1619COL. TYPE 4
AAAA
BBBB
(C)(C)(C)(C)
DDDD
50(3765)32516302657251682H2530COL. TYPE 4
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(130)(130)1802505110252081042H1032COL. TYPE 4
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction246
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 733/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
50(2685)32517102647251682H2036COL. TYPE 4
AAAA
BBBB
(C)(C)(C)(C)
DDDD
50(2685)32519252649501682H1637COL. TYPE 4
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(3585)3001138751682H1650COL. TYPE 4
(B)(B)(B)(B)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction247
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 833/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(4505)30011475072184H2507COL. TYPE 5
(B)(B)(B)(B)
AAAA
(300)510751875372934H1020COL. TYPE 5
AAAA
(B)(B)(B)(B)
50(3530)325184026570072184H2529COL. TYPE 5
AAAA
BBBB
(C)(C)(C)(C)
DDDD
50(2910)3251630264875360904H2534COL. TYPE 5
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(3160)30011340072184H2538COL. TYPE 5
(B)(B)(B)(B)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction248
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 833/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(4505)30011475054183H2507COL. TYPE 6
(B)(B)(B)(B)
AAAA
(300)510751875282943H1020COL. TYPE 6
AAAA
(B)(B)(B)(B)
50(3765)325163026572554183H2530COL. TYPE 6
AAAA
BBBB
(C)(C)(C)(C)
DDDD
50(2910)3251630264875270903H2534COL. TYPE 6
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(3160)30011340054183H2538COL. TYPE 6
(B)(B)(B)(B)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction249
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 833/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(4440)30011467572184H2508COL. TYPE 7
(B)(B)(B)(B)
AAAA
(300)510751875372934H1020COL. TYPE 7
AAAA
(B)(B)(B)(B)
50(3765)325163026572572184H2530COL. TYPE 7
AAAA
BBBB
(C)(C)(C)(C)
DDDD
50(2910)3251630264875360904H2534COL. TYPE 7
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(3160)30011340072184H2538COL. TYPE 7
(B)(B)(B)(B)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction250
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 933/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)5505505123753001003H1013COL. TYPE 10
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
50(2700)3251650264675144483H2015COL. TYPE 10
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(3495)30011375036123H2022COL. TYPE 10
(B)(B)(B)(B)
AAAA
(130)(130)180180519002483H1023COL. TYPE 10
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(4120)30011437536123H2025COL. TYPE 10
(B)(B)(B)(B)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction251
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 933/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1795)3001120751243H1627COL. TYPE 10
(B)(B)(B)(B)
AAAA
(1495)3001117751243H1628COL. TYPE 10
(B)(B)(B)(B)
AAAA
(130)(130)5502505117756002003H1031COL. TYPE 10
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
50(3530)325167026552536123H2049COL. TYPE 10
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(130)(130)5505505123754001004H1013COL. TYPE 11
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction252
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 933/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
50(2700)3251650264675192484H2015COL. TYPE 11
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(3495)30011375048124H2022COL. TYPE 11
(B)(B)(B)(B)
AAAA
(4120)30011437596244H2025COL. TYPE 11
(B)(B)(B)(B)
AAAA
(130)(130)5502505117758002004H1031COL. TYPE 11
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
50(3530)325167026552548124H2049COL. TYPE 11
AAAA
BBBB
(C)(C)(C)(C)
DDDD
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction253
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 933/TDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
50(3000)325115026447596244H1614COL. TYPE 8
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(3495)3001137752464H1617COL. TYPE 8
(B)(B)(B)(B)
AAAA
(130)(130)1754505114254801204H1021COL. TYPE 8
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(4120)3001143752464H2025COL. TYPE 8
(B)(B)(B)(B)
AAAA
50(3530)32516702655252464H2049COL. TYPE 8
AAAA
BBBB
(C)(C)(C)(C)
DDDD
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction254
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 933/TDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
50(3000)325115026447524241H1614COL. TYPE 9
AAAA
BBBB
(C)(C)(C)(C)
DDDD
50(2700)3251650264675881H2015COL. TYPE 9
AAAA
BBBB
(C)(C)(C)(C)
DDDD
50(3555)3251925265825881H2516COL. TYPE 9
AAAA
BBBB
(C)(C)(C)(C)
DDDD
(3495)300113775881H1617COL. TYPE 9
(B)(B)(B)(B)
AAAA
(130)(130)1805505116251041041H1018COL. TYPE 9
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction255
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 933/TDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(4405)1000115350881H2526COL. TYPE 9
(B)(B)(B)(B)
AAAA
(130)(130)1802505110251041041H1032COL. TYPE 9
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction256
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 043/TDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)22035051130046232H1041COL. TYPE 13
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(130)(130)22082051225046232H1040COL. TYPE 13
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(4015)30011430020102H1645COL. TYPE 13
(B)(B)(B)(B)
AAAA
(4325)30011460020102H1644COL. TYPE 13
(B)(B)(B)(B)
AAAA
(4015)3001143002446H1645COL. TYPE 14
(B)(B)(B)(B)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction257
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 043/TDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)215220511050138236H1039COL. TYPE 14
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(4325)3001146002446H1644COL. TYPE 14
(B)(B)(B)(B)
AAAA
(130)(130)220109551280023231H1046COL. TYPE 15
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(4015)30011430012121H1645COL. TYPE 15
(B)(B)(B)(B)
AAAA
(130)(130)22050051160046461H1047COL. TYPE 15
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction258
Date :R.C.COLUMNS
28.11.12
JOS
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 598 043/TDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(4325)30011460012121H1644COL. TYPE 15
(B)(B)(B)(B)
AAAA
(130)(130)220250511100138236H1043COL. TYPE 16
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(4325)3001146004886H1644COL. TYPE 16
(B)(B)(B)(B)
AAAA
(130)(130)220520511650138236H1042COL. TYPE 16
BBBB
AAAA
(D)(D)(D)(D)
(C)(C)(C)(C)
(4015)3001143004886H1645COL. TYPE 16
(B)(B)(B)(B)
AAAA
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction259
R.C. WALLS
260
Date :R.C. WALL 28.11.12S.A.M
Job No :
Last revised :
Project :By :
AFDBClient :
143/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
0092002422421H1204WALL 1
A
00860026261H1205WALL 1
A
(975)1909752121002762761H1206WALL 1
A
B
(C)
(220)(220)82523051245024241H1207WALL 1
B
A
(D)
(C)
00525010101H2008WALL 1
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction261
Date :R.C. WALL 28.11.12S.A.M
Job No :
Last revised :
Project :By :
AFDBClient :
143/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(450)322011365018181H1609WALL 1
(B)
A
002200661H1617WALL 1
A
(4380)4501148001041041H1621WALL 1
(B)
A
(2915)45011335018181H1622WALL 1
(B)
A
(600)260600211400991H1623WALL 1
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction262
Date :R.C. WALL 28.11.12S.A.M
Job No :
Last revised :
Project :By :
AFDBClient :
143/TDrg. No
30Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
00700024241H1243WALL 1
A
(200)33351135251161161H1651WALL 1
(B)
A
001875331H1654WALL 1
A
0044508448441H1655WALL 1
A
00545098981H1657WALL 1
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction263
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
243/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(975)1909752121002582581H1206WALL 2
A
B
(C)
00462526261H1229WALL 2
A
00477512121H1246WALL 2
A
47956748003203201H1647WALL 2
A
B
C
R
(450)418011460064641H1648WALL 2
(B)
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction264
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
243/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(200)333511352564641H1651WALL 2
(B)
A
00545032321H1657WALL 2
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction265
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
343/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(450)398011440076761H1601WALL 3
(B)
A
00525076761H1602WALL 3
A
(2855)45011327524241H1610WALL 3
(B)
A
00230024241H1611WALL 3
A
00145036361H1612WALL 3
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction266
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
343/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
00727569691H1213WALL 3
A
(975)2309752121502622621H1214WALL 3
A
B
(C)
(610)23561021140044441H1615WALL 3
A
B
(C)
0053501201201H1216WALL 3
A
00220030301H1617WALL 3
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction267
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
343/TDrg. No
30Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
00185012121H1618WALL 3
A
00115024241H1619WALL 3
A
0075058581H1620WALL 3
A
(160)(160)23036051140089891H1224WALL 3
B
A
(D)
(C)
00720022221H1228WALL 3
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction268
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
343/TDrg. No
40Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
479567480076761H1647WALL 3
A
B
C
R
(200)333511352598981H1651WALL 3
(B)
A
00200018181H1653WALL 3
A
0044502862861H1655WALL 3
A
(2420)240242021502511111H1656WALL 3
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction269
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
343/TDrg. No
50Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(610)26061021142535351H1658WALL 3
A
B
(C)
(260)2352602170036361H1662WALL 3
A
B
(C)
(130)2351302145012121H1663WALL 3
A
B
(C)
00150024241H1664WALL 3
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction270
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
443/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(980)2109952121505165161H1227WALL 4
A
B
(C)
0020252842841H1230WALL 4
A
479567480030301H1647WALL 4
A
B
C
R
(4190)42011460028281H1649WALL 4
(B)
A
(150)333511347528281H1652WALL 4
(B)
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction271
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
443/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
0044501121121H1655WALL 4
A
00545028281H1657WALL 4
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction272
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
543/Drg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
00220030301H1617WALL 5
A
001850661H1618WALL 5
A
00525018181H1626WALL 5
A
(1200)235120021257590901H1631WALL 5
A
B
(C)
(3990)46011442518181H1632WALL 5
(B)
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction273
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
543/Drg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(2880)46011332520201H1633WALL 5
(B)
A
0023001601601H1234WALL 5
A
(160)(160)62521051187512121H1235WALL 5
B
A
(D)
(C)
00230018181H1636WALL 5
A
(160)(160)80521051225070701H1237WALL 5
B
A
(D)
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction274
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
543/Drg. No
30Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(160)(160)70517051195070701H1238WALL 5
B
A
(D)
(C)
(920)2109202120251581581H1241WALL 5
A
B
(C)
(950)26095021210010101H1650WALL 5
A
B
(C)
(150)333511347532321H1652WALL 5
(B)
A
00445072721H1655WALL 5
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction275
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
543/Drg. No
40Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(1200)260120021260020201H1659WALL 5
A
B
(C)
(1200)260120021257510101H2060WALL 5
A
B
(C)
(2420)235242021502510101H1661WALL 5
A
B
(C)
(850)23585021187520201H1665WALL 5
A
B
(C)
(1005)235114521232510101H1666WALL 5
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction276
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
543/Drg. No
50Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(920)160920211975991H1267WALL 5
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction277
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
643/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
00525042421H1602WALL 6
A
(4390)42011480042421H1625WALL 6
(B)
A
0030002802801H1239WALL 6
A
0044501681681H1640WALL 6
A
(920)2109202120252902901H1241WALL 6
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction278
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
643/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
479567480042421H1647WALL 6
A
B
C
R
(150)333511347542421H1652WALL 6
(B)
A
(4190)42011460024241H1649WALL 8
(B)
A
(4695)19011487524241H1682WALL 8
(B)
A
(2285)46046060560525350036361H1288WALL 8
(E)
ACB D
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction279
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
643/TDrg. No
30Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(2640)46046060560525385036361H1289WALL 8
(E)
ACB D
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction280
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
743/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
00220030301H1617WALL 7
A
(1200)235120021257510101H1631WALL 7
A
B
(C)
(3440)46011387584841H1642WALL 7
(B)
A
479567480036361H1647WALL 7
A
B
C
R
(150)333511347552521H1652WALL 7
(B)
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction281
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
743/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(850)23585021187520201H1665WALL 7
A
B
(C)
00487536361H1668WALL 7
A
00532536361H2069WALL 7
A
(3990)46011440036361H2070WALL 7
(B)
A
(1425)230142521305072721H1271WALL 7
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction282
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
743/TDrg. No
30Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
0037251561561H1272WALL 7
A
(1395)235139521297520201H1673WALL 7
A
B
(C)
00180018181H1674WALL 7
A
(2395)235239521497510101H1675WALL 7
A
B
(C)
(1125)23011252124502252251H1276WALL 7
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction283
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
743/TDrg. No
40Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(1655)260165521347520201H2077WALL 7
A
B
(C)
(2785)46011322520201H1678WALL 7
(B)
A
(900)26090021200010101H1679WALL 7
A
B
(C)
(975)23097521215022221H1280WALL 7
A
B
(C)
(1125)210112521242522221H1281WALL 7
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction284
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
743/TDrg. No
50Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
002550661H1693WALL 7
A
(1425)210142521302570701H1294WALL 7
A
B
(C)
00452592921H1695WALL 7
A
(1045)235104521227524241H1696WALL 7
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction285
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
843/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(4190)42011460036182H1649WALL 10
(B)
A
002350132662H1297WALL 10
A
00525036361H1602WALL 9
A
0044501501501H1640WALL 9
A
(920)2109202120251571571H1241WALL 9
A
B
(C)
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction286
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
843/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
479567480034341H1647WALL 9
A
B
C
R
210(520)2406702914251241241H1283WALL 9
A
B
(C)
D
(605)108514351520501081081H1284WALL 9
A
(C)
B
(1095)83011001522001081081H1285WALL 9
A
(C)
B
(1270)4606051518751411411H1286WALL 9
A
(C)
B
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction287
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
843/TDrg. No
30Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(1830)46046060560525305034341H1287WALL 9
(E)
ACB D
(1480)460830605109525317534341H1290WALL 9
(E)
ACB D
(150)338011350036361H1691WALL 9
(B)
A
(4390)46011482536361H1692WALL 9
(B)
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction288
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
943/TDrg. No
10Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(4190)4201146001681681H1649WALL 11
(B)
A
(4395)1901145751861861H1698WALL 11
(B)
A
00895034341H1299WALL 11
A
00535034341H12100WALL 11
A
(4190)42011460030301H1649WALL 12
(B)
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction289
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
943/TDrg. No
20Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(4395)19011457530301H1698WALL 12
(B)
A
00255034341H12101WALL 12
A
(4395)19011457568681H1698WALL 13
(B)
A
(3200)42011360068681H16102WALL 13
(B)
A
00537534341H12103WALL 13
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction290
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
943/TDrg. No
30Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(4190)4201146001241241H1649WALL 14
(B)
A
(4395)1901145751221221H1698WALL 14
(B)
A
00495068681H12104WALL 14
A
00445068681H12105WALL 14
A
00130012121H12106WALL 14
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction291
Date :R.C. WALL 28.11.12
Job No :
Last revised :
Project :By :
AFDBClient :
943/TDrg. No
40Sheet NoRevn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(4190)4201146001241241H1649WALL 15
(B)
A
(4395)1901145751221221H1698WALL 15
(B)
A
00495068681H12104WALL 15
A
00445068681H12105WALL 15
A
001375881H12107WALL 15
A
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction292
STAIRCASES
293
Date :R.C. STAIRCASE TYPE 1&2 18.10.12S.A.M.
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 753/TDrg. No10Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
655(370)43518077536170014141H1686STAIRCASE TYPE 1
00197518181H1090STAIRCASE TYPE 1
00172531311H1096STAIRCASE TYPE 1
1517171H10102STAIRCASE TYPE 1
(900)16590021190012121H16103STAIRCASE TYPE 1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction
3
294
Date :R.C. STAIRCASE TYPE 1&2 18.10.12S.A.M.
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 753/TDrg. No20Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(910)16591021192519191H16104STAIRCASE TYPE 1
(4195)48086015507514141H16107STAIRCASE TYPE 1
1095(3685)2000180526750014141H16108STAIRCASE TYPE 1
(1295)555100015230015151H16109STAIRCASE TYPE 1
(1000)555100015200014141H16110STAIRCASE TYPE 1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction295
Date :R.C. STAIRCASE TYPE 1&2 18.10.12S.A.M.
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 753/TDrg. No30Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(1000)5551000152000001H16111STAIRCASE TYPE 1
(2350)1000182515417512121H16112STAIRCASE TYPE 1
(2195)930169515390012121H16113STAIRCASE TYPE 1
2175(1840)4000271026855013131H16114STAIRCASE TYPE 1
(1000)555100015200012121H16115STAIRCASE TYPE 1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction296
Date :R.C. STAIRCASE TYPE 1&2 18.10.12S.A.M.
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 753/TDrg. No40Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(1000)555100015200012121H16116STAIRCASE TYPE 1
(1640)51593015257515151H16118STAIRCASE TYPE 1
(1055)1245227515335015151H16119STAIRCASE TYPE 1
(1000)555100015200014141H16120STAIRCASE TYPE 1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction297
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 853/TDrg. No10Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(900)16590021190060125H16103STAIRCASE TYPE 1 1ST-TE
(910)16591021192595195H16104STAIRCASE TYPE 1 1ST-TE
(910)165910211925190385H16105STAIRCASE TYPE 1 1ST-TE
(910)165910211925120245H16106STAIRCASE TYPE 1 1ST-TE
(1560)44090015247575155H16121STAIRCASE TYPE 1 1ST-TE
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction
4
298
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 853/TDrg. No20Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(2730)485100015375065135H16122STAIRCASE TYPE 1 1ST-TE
1215(965)2545342026695070145H16123STAIRCASE TYPE 1 1ST-TE
(900)44090015180070145H16124STAIRCASE TYPE 1 1ST-TE
(900)44090015180065135H16125STAIRCASE TYPE 1 1ST-TE
001975100205H10126STAIRCASE TYPE 1 1ST-TE
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction299
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 853/TDrg. No30Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(2125)920192015405065135H16127STAIRCASE TYPE 1 1ST-TE
1815(1785)3815273026835060125H16128STAIRCASE TYPE 1 1ST-TE
(1000)485100015200060125H16129STAIRCASE TYPE 1 1ST-TE
(900)485100015190060125H16130STAIRCASE TYPE 1 1ST-TE
(2380)485100015340065135H16131STAIRCASE TYPE 1 1ST-TE
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction300
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 853/TDrg. No40Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
26140285H10132STAIRCASE TYPE 1 1ST-TE
1065(3405)2230206026770070145H16133STAIRCASE TYPE 1 1ST-TE
(4000)46595515497570145H16134STAIRCASE TYPE 1 1ST-TE
(1460)44090015237575155H16135STAIRCASE TYPE 1 1ST-TE
(1000)485100015200070145H16136STAIRCASE TYPE 1 1ST-TE
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction301
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 853/TDrg. No50Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(1000)485100015200070145H16137STAIRCASE TYPE 1 1ST-TE
0090185H10138STAIRCASE TYPE 1 1ST-TE
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction302
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 953/TDrg. No10Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(510)10101675142200991H16139STAIRCASE TYPE 2 GRD. -
(900)9151585152500991H16140STAIRCASE TYPE 2 GRD. -
(1160)17152990154150991H16141STAIRCASE TYPE 2 GRD. -
(905)5851005151925991H16143STAIRCASE TYPE 2 GRD. -
00122528281H10144STAIRCASE TYPE 2 GRD. -
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction
5
303
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 953/TDrg. No20Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
590(160)18351010282975991H16145STAIRCASE TYPE 2 GRD. -
505(140)148084027242510101H16146STAIRCASE TYPE 2 GRD. -
285(160)1620470282225991H16147STAIRCASE TYPE 2 GRD. -
915(1060)1545193526455010101H16148STAIRCASE TYPE 2 GRD. -
(905)540905151825991H16149STAIRCASE TYPE 2 GRD. -
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction304
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 953/TDrg. No30Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(905)540905151825001H16150STAIRCASE TYPE 2 GRD. -
00125014141H10151STAIRCASE TYPE 2 GRD. -
(1380)5851000152400991H16152STAIRCASE TYPE 2 GRD. -
585(160)12551000272400881H16153STAIRCASE TYPE 2 GRD. -
1455(900)25351730265175991H16154STAIRCASE TYPE 2 GRD. -
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction305
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 953/TDrg. No40Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(900)5851000151900991H16155STAIRCASE TYPE 2 GRD. -
(900)5901015151925991H16156STAIRCASE TYPE 2 GRD. -
00122520201H10157STAIRCASE TYPE 2 GRD. -
(130)(130)19056051167517171H10181STAIRCASE TYPE 2 GRD. -
365(210)2540605283325331H16182STAIRCASE TYPE 2 GRD. -
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction306
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 953/TDrg. No50Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(210)141518502400450344875331H16183STAIRCASE TYPE 2 GRD. -
(210)141513752400605344550331H16184STAIRCASE TYPE 2 GRD. -
365(210)2070605282850331H16185STAIRCASE TYPE 2 GRD. -
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction307
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 063/TDrg. No10Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
515(160)18801000283025991H16159STAIRCASE TYPE 2 1ST - 5
(900)5151000151900991H16160STAIRCASE TYPE 2 1ST - 5
(1565)5651100152675991H16161STAIRCASE TYPE 2 1ST - 5
1815(1315)36052125267050991H16162STAIRCASE TYPE 2 1ST - 5
(900)5151000151900991H16163STAIRCASE TYPE 2 1ST - 5
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction
5 6
308
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 063/TDrg. No20Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
00122524241H10164STAIRCASE TYPE 2 1ST - 5
465(160)139590027242510101H16165STAIRCASE TYPE 2 1ST - 5
465(160)1590900282625991H16166STAIRCASE TYPE 2 1ST - 5
(900)465900151800991H16167STAIRCASE TYPE 2 1ST - 5
(900)465900151800991H16168STAIRCASE TYPE 2 1ST - 5
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction309
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 063/TDrg. No30Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
765(1025)1505194526447510101H16169STAIRCASE TYPE 2 1ST - 5
0013131H10170STAIRCASE TYPE 2 1ST - 5
465(140)1215900272225991H16171STAIRCASE TYPE 2 1ST - 5
(1425)5151000152425991H16172STAIRCASE TYPE 2 1ST - 5
1515(860)30051770265650991H16173STAIRCASE TYPE 2 1ST - 5
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction310
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 063/TDrg. No40Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(900)5151000151900991H16174STAIRCASE TYPE 2 1ST - 5
(900)5151000151900991H16175STAIRCASE TYPE 2 1ST - 5
1521211H16176STAIRCASE TYPE 2 1ST - 5
310(205)2650600283425331H16177STAIRCASE TYPE 2 1ST - 5
(205)126017852505290344750331H16178STAIRCASE TYPE 2 1ST - 5
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction311
Date :R.C. STAIRCASE TYPE 1&2 18.10.12
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKSClient :
YBRB 587 063/TDrg. No50Sheet No
RevnStatus
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar MarkMember
(210)126513302505600344625331H16179STAIRCASE TYPE 2 1ST - 5
315(210)2200600282975331H16180STAIRCASE TYPE 2 1ST - 5
(130)(130)19056051167517171H10181STAIRCASE TYPE 2 1ST - 5
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction312
Prepared by Interstate Architects Ltd.
In Conjunction with: IAA Associates Ltd.
KOA Associates Ltd. & Construction Economists Partnership Ltd.
BENDING SCHEDULE (SECURITY BUILDING)
TABLE OF CONTENT PAGES
COLUMN AND BASES 3 - 5
ROOF SLAB 6 - 15
ROOF BEAMS 16 - 30
COLUMN AND BASES
3
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
10103
Date revisedSite ref :
JIBOY
Date prepared
COLUMN & BASES (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(200)120020021157548163H1201BASE TYP1
(200)1400200211775144188H1202BASE TYP2
(200)160020021197588224H1203BASE TYP3
(200)180020021217572243H1204BASE TYP4
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
4
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
20103
Date revisedSite ref :
JIBOY
Date prepared
COLUMN & BASES (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)160160518004682618H1006COL. 1
(3035)15011317572418H1607COL. 1
(2760)30011305072418H1608COL. 1
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
5
ROOF SLAB
6
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
10303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(900)11019001328502342341H1201ROOF SLAB
(1300)1102600133950551H1204ROOF SLAB
00642516161H1205ROOF SLAB
001072516161H1206ROOF SLAB
00675016161H1207ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
7
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
20303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00160036361H1208ROOF SLAB
00270036361H1209ROOF SLAB
00230036361H1210ROOF SLAB
00185036361H1211ROOF SLAB
00175036361H1212ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
8
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
30303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00575061611H1013ROOF SLAB
00127524241H1014ROOF SLAB
00152512121H1015ROOF SLAB
00195012121H1016ROOF SLAB
00320019191H1017ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
9
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
40303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00250022221H1018ROOF SLAB
00207518181H1019ROOF SLAB
005800661H1020ROOF SLAB
00192527271H1221ROOF SLAB
(155)595015521622527271H1222ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
10
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
50303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(125)551012521572529291H1223ROOF SLAB
(4845)12511495029291H1224ROOF SLAB
005075661H1225ROOF SLAB
00772522221H1226ROOF SLAB
00862536361H1227ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
11
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
60303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00417548481H1228ROOF SLAB
00772548481H1029ROOF SLAB
008650881H1230ROOF SLAB
(250)190275109531175034341H1031ROOF SLAB
008175221H1234ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
12
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
70303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0010000221H1035ROOF SLAB
007575221H1036ROOF SLAB
003225221H1037ROOF SLAB
(1300)1102600133950551H1238ROOF SLAB
(1300)1102600133950551H1239ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
13
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
80303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1300)1102600133950551H1240ROOF SLAB
(250)190275109531175091911H1041ROOF SLAB
(250)190275109531175091911H1042ROOF SLAB
(250)190275109531175034341H1043ROOF SLAB
0010000221H1044ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
14
Prepared by :
AFRICAN DEVELOPMENT BANK,
28.11.12
Checked by :
Bar Schedule ref :
YINKA
90303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SECURITY HOUSE)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
003225221H1045ROOF SLAB
0010000221H1046ROOF SLAB
0010000221H1047ROOF SLAB
(900)110359013455021211H1248ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
15
ROOF BEAMS
16
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)40018051132587871H1002G/L 1/A-H
(3060)195123250221H1603G/L 1/A-H
(190)504785300650345875221H2004G/L 1/A-H
(250)551715330410342675221H1605G/L 1/A-H
004250221H2006G/L 1/A-H
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction17
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(490)503925300595465625221H2007G/L 1/A-H
004675221H1608G/L 1/A-H
(650)504125300650466025221H2009G/L 1/A-H
008700221H1610G/L 1/A-H
00400441H2020G/L 1/A-H
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction18
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
002575441H2034G/L 1/A-H
(190)503700300445344625221H1635G/L 1/A-H
(130)(130)40018051132532321H1002G/L 2/F-H
005425221H2024G/L 2/F-H
00175771H2025G/L 2/F-H
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction19
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(250)5485250215875221H2037G/L 2/F-H
(190)5485190215775221H2038G/L 2/F-H
(130)(130)40018051132529291H1002G/L 3/E-F
(250)4630250215025331H2011G/L 3/E-F
(190)4635190214975331H1612G/L 3/E-F
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction20
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)40018051132587871H1002G/L 4/A-H
(3060)195123250221H1603G/L 4/A-H
(190)504785300650345875331H2004G/L 4/A-H
(250)551715330410342675221H1605G/L 4/A-H
004250221H2006G/L 4/A-H
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction21
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(490)503925300595465625221H2007G/L 4/A-H
004675221H1608G/L 4/A-H
(650)504125300650466025221H2009G/L 4/A-H
008700221H1610G/L 4/A-H
00400441H2020G/L 4/A-H
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction22
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(6595)240126825221H2033G/L 4/A-H
002575221H2034G/L 4/A-H
(130)(130)40018051132552521H1002G/L A/4-1
002000221H2013G/L A/4-1
(250)552600330410343575221H1614G/L A/4-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction23
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
80Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(280)552140330410343150221H1615G/L A/4-1
(250)7365265217825221H1616G/L A/4-1
(130)(130)40018051132551511H1002G/L B/4-1
(250)551975290410342900221H1617G/L B/4-1
(280)552955330410343950221H1618G/L B/4-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction24
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
90Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
001850221H2019G/L B/4-1
(4610)240124850221H2027G/L B/4-1
(250)552685165410343500221H1628G/L B/4-1
(130)(130)40018051132551511H1002G/L C/4-1
(250)7365265217825221H1616G/L C/4-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction25
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
01Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(250)551975290410342900221H1617G/L C/4-1
(280)552955330410343950221H1618G/L C/4-1
001850441H2019G/L C/4-1
00400331H2020G/L C/4-1
(130)(130)400180511325102512H1002G/L D&E/4-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction26
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
11Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
002000422H2013G/L D&E/4-1
(250)7365265217825422H1616G/L D&E/4-1
(250)552265495410343400422H1621G/L D&E/4-1
(280)552475165410343300422H1622G/L D&E/4-1
(3855)240124075221H2001G/L F/4-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction27
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
21Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)40018051132551511H1002G/L F/4-1
002000221H2013G/L F/4-1
00400331H2020G/L F/4-1
(250)552265495410343400221H1621G/L F/4-1
(280)552475165410343300221H1622G/L F/4-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction28
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
31Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
002025221H2023G/L F/4-1
(250)553435165410344250221H1626G/L F/4-1
(130)(130)40018051132551511H1002G/L H/4-1
(250)7365265217750441H2529G/L H/4-1
002950221H2530G/L H/4-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction29
Date :ROOF BEAMS(SECURITY HOUSE)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203HSDrg. No
41Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00400441H2531G/L H/4-1
006000221H2532G/L H/4-1
00200991H2536G/L H/4-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction30
Prepared by Interstate Architects Ltd.
In Conjunction with: IAA Associates Ltd.
KOA Associates Ltd. & Construction Economists Partnership Ltd.
BENDING SCHEDULE (SERVICE BUILDING)
TABLE OF CONTENT PAGES
COLUMN AND TRANSFORMER BASES 3 - 6
ROOF SLAB 7 - 13
ROOF BEAMS 14 - 22
COLUMN AND TRANSFORMER BASES
3
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
10103
Date revisedSite ref :
JIBOY
Date prepared
COLUMN, TRANSFORMER BASES (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(200)90020021127560106H1212BASE TYP1
(200)110020021147536123H1205BASE TYP2
(200)140020021177536182H1202BASE TYP3
(200)180020021217548242H1204BASE TYP4
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
4
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
20103
Date revisedSite ref :
JIBOY
Date prepared
COLUMN, TRANSFORMER BASES (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)160160518003382613H1006COL 1
(3035)15011317552413H1607COL 1
(2760)30011305052413H1608COL 1
(300)486030021540072243H1609TRANSFORMER BAS...
(300)1910300212450174583H1610TRANSFORMER BAS...
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
5
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
30103
Date revisedSite ref :
JIBOY
Date prepared
COLUMN, TRANSFORMER BASES (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(2800)190028002174751863H1211TRANSFORMER BAS...
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
6
ROOF SLAB
7
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
10303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(3750)12590021475056282H1201ROOF SLAB
(1800)125418512590041705034172H1202ROOF SLAB
(2000)12591501252000411332528142H1003ROOF SLAB
(125)643012521665044222H1204ROOF SLAB
(125)463012521485062312H1205ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
8
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
20303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
00267544222H1206ROOF SLAB
0055251682H1007ROOF SLAB
00297524122H1008ROOF SLAB
00302520102H1009ROOF SLAB
00104001262H1010ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
9
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
30303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
0041251262H1011ROOF SLAB
0071751262H1012ROOF SLAB
0057751262H1013ROOF SLAB
0041751262H1014ROOF SLAB
(925)125280021382548242H1015ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
10
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
40303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1800)2501802003123752001002H1016ROOF SLAB
00150020102H1017ROOF SLAB
004075422H1018ROOF SLAB
006350422H1019ROOF SLAB
0010425422H1020ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
11
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
50303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
003500422H1021ROOF SLAB
005800422H1022ROOF SLAB
0022001682H1023ROOF SLAB
(1800)12511192562312H1225ROOF SLAB
(1800)12511192544222H1226ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
12
Prepared by :
AFRICAN DEVELOPMENT BANK
28.11.12
Checked by :
Bar Schedule ref :
YINKA
60303
Date revisedSite ref :
JIBOY
Date prepared
ROOF SLAB (SERVICE BUILDING)
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(1800)12511192562312H1227ROOF SLAB
This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm
13
ROOF BEAMS
14
Date :ROOF BEAMS (SERVICE BUILDING)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203BSDrg. No
10Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)40018051132554541H1001G/L 1/A-F
004250331H2002G/L 1/A-F
(410)704340300300345325331H1603G/L 1/A-F
005125221H1604G/L 1/A-F
(350)6430350217025331H2005G/L 1/A-F
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction15
Date :ROOF BEAMS (SERVICE BUILDING)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203BSDrg. No
20Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)55018051162525251H1006G/L 1/A-F
(250)70107403652253411550221H1612G/L 1/A-F
32(10385)2501210625221H1613G/L 1/A-F
(130)(130)40018051132554541H1001G/L 3/A-E
(250)70107403652253411550221H1612G/L 3/A-E
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction16
Date :ROOF BEAMS (SERVICE BUILDING)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203BSDrg. No
30Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
32(10385)2501210625221H1613G/L 3/A-E
(300)2580112850221H1616G/L 3/A-E
(300)3750114025221H1617G/L 3/A-E
(130)(130)40018051132531311H1001G/L A/3-1
(300)7900300218450441H1628G/L A/3-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction17
Date :ROOF BEAMS (SERVICE BUILDING)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203BSDrg. No
40Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)55018051162537371H1006G/L D/3-1
(260)551695370425342725331H1609G/L D/3-1
(300)9325300219875221H1610G/L D/3-1
004650331H1611G/L D/3-1
(260)652265405300343200331H1614G/L D/3-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction18
Date :ROOF BEAMS (SERVICE BUILDING)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203BSDrg. No
50Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(130)(130)40018051132531311H1001G/L E/3-1
(260)652850370400343850221H1623G/L E/3-1
(260)702050405325343025221H1624G/L E/3-1
70(4745)260124975221H2025G/L E/3-1
(260)552925370425343950221H1626G/L E/3-1
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction19
Date :ROOF BEAMS (SERVICE BUILDING)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203BSDrg. No
60Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
002225221H2027G/L E/3-1
(130)(130)40018051132518181H1001G/L F/1-2
(260)4580260215000331H2021G/L F/1-2
(260)4580260215050221H1622G/L F/1-2
(130)(130)55018051162525251H1006UNASSIGNED
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction20
Date :ROOF BEAMS (SERVICE BUILDING)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203BSDrg. No
70Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
(260)654585370400345575221H2007UNASSIGNED
(260)703360405325344325221H1608UNASSIGNED
00200771H2015UNASSIGNED
(410)6380410217150331H1618UNASSIGNED
(260)6380260216850331H1619UNASSIGNED
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction21
Date :ROOF BEAMS (SERVICE BUILDING)
28.11.12
JIBOY
Job No :
Last revised :
Project :By :
AFRICAN DEVELOPMENT BANKClient :
YBRB 587 203BSDrg. No
80Sheet No
Revn
Status
RevLetter
E/R *mm
D *mm
C *mm
B *mm
A *mm
Shape Code
Length of each
barmm +
Total No
No of bars in each
No of mbrs
Type and Size
Bar Mark
Member
006200331H1620UNASSIGNED
This Schedule conforms to BS 8666:2005
+ Specified in multiples of 25mm* Specified in multiples of 5mm
Status: P Preliminary T Tender C Construction22