STRUCRUAL DRAWING SET OF G+9 STORIED RESIDENTIAL BUILDING BY DHAKA DESIGNER by DHAKA DESIGNER

STRUCTURALDRAWING

DATE-28-06-2022 FULLSTRUCTURALDRAWING PROPOSEDG+9=10(TEN)STORIEDWITHONESEMIBASEMENTRESIDENTIAL BUILDINGATNABINAGAR,SAVAR,DHAKA. PROJECT:DATE-23-04-2022 FINALFOUNDATIONDRAWING

C-2(15"X25")

C-3(30"X15")

C-4(15"X35")

C-5(15"X45")

A B C D E

20'-4" 23'-0" 14'-1" 23'-0" 20'-4"

8'-9"

6'-10"

10'-71 2 "

5'-81 2 " 6'-31 2 " 9'-31 2 "

13'-2"

8'-11" 8'-5" 8'-2" 8'-7"

5'-9" 5'-8" 20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 6'-6" 5'-101 2 "

8'-9"

6'-10"

10'-71 2 "

ARIF ASHRAF IMAGE

13'-2"

F 1

6'-21 2 " 5'-8"

6 9'-31 2 "

(B+G+9) 10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD

AND GONG

SW W NW SE E NE S N

ARCHITECT PROJECT CLIENT S CAD BY :

SHAMIM

C-1(15"X20") 6'-3" ENGINEERMAHIBUL HOSSEN

5'-9" 5'-10" 6'-0" 6'-0" 6'-1" 6'-2" 5'-9" 6'-1" 6'-5" 5'-8" 5'-8" 5'-8" 5'-8" 5'-8" 5'-8" 5'-11" DATE:

6'-1" 01

28/06/2022

111'-101 2" 111'-1012 " 33'-2"33'-2" 16'-101 2" 16'-1012 " 32'-112 " 32'-11 2"

F4 12'-0"

5'-51 2 " 6'-61 2 " 6'-0" 6'-0"

5'-11 2 " 6'-101 2 " 8'-0" 8'-0" 12'-0"

F5 16'-0"

F18'-0" 3'-101 2 " 4'-11 2 " 4'-101 2"5'-11 2 " 10'-0"

F18'-0" 3'-101 2 " 4'-11 2 " 4'-101 2"5'-11" 10'-0"

F5 16'-0"

5'-11 2 " 6'-101 2 " 8'-0" 8'-0" 12'-0"

5'-51 2 " 6'-61 2 " 6'-0" 6'-0"

F4 12'-0"

13'-2"

12'-0"

F5 16'-0" 6'-0" 6'-0"

8'-0" 8'-0"

F6 16'-0" 8'-5" 7'-7"

11'-0" 11'-0" 6'-11 2 " 4'-101 2 " 5'-6"5'-6"

16'-0"

12'-0"

8'-9"

6'-10"

16'-0" F6 16'-0" 8'-5" 7'-7"

16'-0" 4'-111 2 "

CF1

UGWR

5'-81 2 " 6'-31 2 " 9'-31 2 "

13'-1" 21'-11" 38'-6" 23'-0"

7'-01 2 " 8'-0" 8'-0" 12'-0" 7'-01 2 "

F28'-0" 4'-5" 3'-7" 5'-101 2 " 6'-11 2 " 12'-0"

8'-0" 8'-0"

F5 16'-0" 6'-0" 6'-0"

8'-0" 8'-0"

16'-0" 4'-111 2 "

1 8'-0" 8'-0" 12'-0"

6'-21 2 " 5'-8"

6 9'-31 2 "

6'-10" CAD BY : (B+G+9)

10'-71 2 "

13'-2"

8'-9" SHAMIM

5'-9" 5'-8" 20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 6'-6" 5'-101 2 " FOOTINGLAYOUTPLAN ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

DATE: 28/06/2022 03

AND GONG

10'-71 2 " ARCHITECT PROJECT CLIENT S

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD

SW W NW SE E NE S N

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" A B C D E F 1

F3 11'-0" 11'-0" 6'-11 2 " 4'-101 2 " 5'-6"5'-6"

F28'-0" 4'-5" 3'-7" 5'-101 2"6'-11 2 " 12'-0"

SW W NW SE E NE S N

MATREINF.DETAILSPLAN ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9)

BASEMENT RESIDENTIAL BUILDING AT

MD SHAMIM AND

ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE:

A=12mmØ@5"C/C(T/B) NOTE:

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" A B C D E F 1 2 3 4 5 6 9'-31 2 " 13'-2" 10'-71 2 " 6'-10" 8'-9" 6'-21 2 " 5'-8" 5'-81 2 " 6'-31 2 " 9'-31 2 " 13'-2" 10'-71 2 " 6'-10" 8'-9" 5'-9" 5'-8" 20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 6'-6" 5'-101 2 "

10 STORIED WITH SEMI

NABINAGAR, SAVAR. DhakaDesignerwe care who you are

GONG

28/06/2022

3" A A

NOTE:NOTFORCONSTRUCTION

SpecialnotesforFOOTINGconstruction:

Note:-1MinimumcompressivestrengthofConcrete,f'c=4,000psi(1:1.25:2.5Stonechips)(25%1 2"and75%3 4") (mustachievein28daysfromconcretecylindersampletest) Yieldstrengthofrebar,fy=72,500psi

Note:-2

1.Atleast6numbersconcretecylinder(4"Øx8")mustbecollectedineverystageofcasting where3numbersfor7daystesting&3nos.for28daystesting

2.Yieldstrength,ultimatestrength,bendandelongationofvariousdiarebartestmustbecarriedout whenrebarisbroughttosite

3.Incaseofreadymixconcrete,minimum50%of19mmdownsizestonechipsmustberemaininthemix

4.Concreteslumpmustbekeptbetn(5"~7")

5.Usevibratorforthecompactionofconcreteaccordingtospecification

6.Incaseofrebarlapsplicepleasefollowthelapsplicetable

7.Shuttermustbetightenedenoughastopreventcementwaterleakage

Note:-3

1.Keep1"extraclearcoverwhereconcreteremainincontactwithwater,soilandmoistureetc.

2.Usewaterproofing/resistancechemical(Megaflow)duringretainingwallandwatertankcasting

12Ø 24"(600) 10Ø 20"(500)

25Ø

Rebardia(mm)MinimumLapsplice 28Ø 54"(1350)

(inch)(mm) Lap splice

20Ø 16Ø 38"(950) 48"(1200)

30"(750)

Ithasbeenconsideredintheabove tablethatlapspliceoftensionand compressionissame

DhakaDesignerwe care who you are

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR.

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9)

MD SHAMIM AND GONG ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022

Standardlapsplice&hooklength: 05

1 2 "

LENGTH (A) BREADTH (B) FOOTING NO

12" 12" 12"

4'-0" 15"

FOOTINGSCHEDULE:10'-0" 8'-0" 16mmØ@4.5"c/c

F-1

F-3

F-4

F-6

6'-0"

Rebar(R) F-2

2 21 " 24"

GradeBeam

B STEEL-RA

T=P+3 27"

G.F.L R.L=(0'-0") 3"C.C.

STEEL-R (A)

ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

18" 18"

15"

SECTION(X-X) 3"C.C.Block

28" 31"

F-5 20mmØ@4.0"c/c20mmØ@5.0"c/c 16'-0" 12'-0" 33" 36"

10 STORIED WITH SEMI DATE: 28/06/2022

SAVAR. DhakaDesignerwe care who you are

20mmØ@6.5"c/c20mmØ@6.5"c/c 11'-0" 11'-0"

20mmØ@6.0"c/c20mmØ@6.0"c/c 12'-0" 12'-0" 30" 33"

B A 4"compactedsoil 15'-6" 19'-6" CAD BY : (B+G+9)

baselevel(-6'-0") 10-16mmØbundle10-16mmØbundle

A Rebar(R) B Rebar(R) C Rebar(R) D Bottomrebar(AB) Toprebar(CD) 12'-0" 8'-0" MD SHAMIM AND GONG

20mmØ@4.0"c/c20mmØ@4.0"c/c 16'-0" 16'-0" 39" 42"

16mmØ@4.5"c/c 16mmØ@6.0"c/c 20mmØ@6"c/c BASEMENT RESIDENTIAL BUILDING AT NABINAGAR,

16mmØ@5"c/c16mmØ@5"c/c

12" 3" 06

CF-1

20mmØ@5.5"c/c 20mmØ@6"c/c

(A) (B) (R ) (R ) X X PLANOFFOOTING ARCHITECT PROJECT CLIENT S

X T

P 26" 29" 33" 36"

1"Extraclearcover

13'-1" 21'-11"

LIFTCORE U.G.W.R

3'-0" 4'-1" 4'-2" 5'-1"

PROJECT CLIENT S

ARCHITECT

CAD BY : (B+G+9) 10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD SHAMIM AND GONG ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022

PLANOFCFT1,LIFTCORE&U.G.W.R

A A

38'-6" 23'-0"

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9) 10

WITH

BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesigner

MD SHAMIM AND GONG ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022 08

STORIED

SEMI

we care who you are

BasementFloorlevel=(-6'-0") 5'-0" VARIABLE 8" 20mmØ@6"20mmØ@6"c/c c/c 16mmØ@5"c/c 16mmØ@5"c/c 3"c.c Chair 10mmØ@6"c/c 12mmØ@5"c/c 10mmØ@6"c/c 12mmØ@5"c/c 10mmØ@6"c/c 12mmØ@5"c/c 10mmØ@6"c/c 12mmØ@6"c/c 20"ØManholecover 3" 3'-0" 3"c.cblock (2+2)-12mmØext.top&bottom 20"ØOpening Typicaldetailofextra reinforcementaroundmanhole. 3"blockmustbetightenedwith rebarbyropeasshown 3"3" 3"3" 3" G.Iwire 15" DETAILSOFCHAIR 10mmØ Variable 60" 15" 15" 15" 10mmØ Variable 15" 15" U.G.W.R Freeboard 1"Extraclearcover 6" 6" 10mmØ@6"c/c 10" 10" 10" SECTIONA-A SlabRebar 8" 8'-0"

25mmØst

FLOOR LEVEL COLUMN INDEX TIE

C1 C2 C3

15"

20"X15" 20"

1STTO2NDFLOORROOF

LEGEND: 20mmØst 16mmØst

12mmØst

15"

BASEMENTTO GROUNDFLOORROOF 1.5" 1.5"

25"X15" 25"

1.5" 1.5"

20"X15" 20"

1.5" 1.5"

15" (6-25+8-20)mmØ

15" 14-25mmØ (6-25+10-20)mmØ 30"

15"X35" 35"

C4 22-25mmØ+ 4-25mmØ(bundle)

1.5" 1.5" 15" 16-25mmØ

15"X45" 45"

1.5" 1.5"

fc'=4000psi,fc'=72500psi 15"X30" SW-1

1.5" 1.5"

15"

25"X15" 25"

1.5" 1.5"

20"X15" 20"

1.5" 1.5"

4-25mmØ

15" (6-25+8-20)mmØ 16-20mmØ 30"

20"X15" 20"

15" (4-20+10-16)mmØ

1.5" 1.5"

20"X15" 20"

1.5" 1.5"

10mmØ@5"/7"/5"c/c

ExceptGROUNDFLOOR 10mmØ@5"c/c

25"X15" 25"

1.5" 1.5"

15"X30"

15"

1.5" 1.5" 15" (6-25+10-20)mmØ

15" (10-20+4-16)mmØ (10-20+6-16)mmØ 30"

25"X15" 25"

1.5" 1.5"

15"X35" 35"

15" 14-20mmØ (10-25+12-20)mmØ

15"X45" 45"

1.5" 1.5"

15"

15"X30"

10-20mmØ

1.5" 1.5" 4-25mmØ

16mmØ@6"c/c

1.5" 1.5" 33" 46"(half length) 10"

10"

15"

1.5" 1.5" 15" (10-20+6-16)mmØ

15"X35" 35"

15" (8-20+6-16)mmØ (14-20+8-16)mmØ

15"

15"X45" 45"

25"X15" 25"

15" 14-16mmØ

1.5" 1.5"

10mmØ@5"/7"/5"c/c

15"X30"

(6-20+10-16)mmØ 30"

15" 14-16mmØ 15"X30" (4-20+12-16)mmØ 30"

L/3L/4 L/3 L/4

10mm@4"c/c Avoidlapattopinthiszone. Beam 10mm@4"c/c Column

1.5" 1.5" 15" (6-20+10-16)mmØ

15"

15"X35" 35"

15"

4-20mmØ

6-16mmØ

1.5" 1.5" 4-25mmØ

1.5" 1.5" 33" 46"(half length) 10"

1.5" 1.5" 12mmØ@6"c/c

15" (4-20+10-16)mmØ (10-20+12-16)mmØ

10"

15"X45" 45"

1.5" 1.5"

1.5" 1.5" 15" (4-20+12-16)mmØ

Avoidlapatmid sectionforbottombar Barcontinue throughthiszone. 3"

BEAM&COLUMNJOINT(INTERIOR

Notlessthan3"

TIEDETAIL

15"X35" 35"

10-16mmØ

1.5" 1.5" 4-25mmØ

12mmØ@6"c/c

1.5" 1.5" 33" 46"(half length) 10"

10"

15"

1.5" 1.5" (4-20+18-16)mmØ

15"X45" 45"

L/4 L/4 L/4

AvoidLapatmid sectionforbottombar Barcontinue throughthis zone.

10mm@4"c/c Avoidlapattopinthiszone. Beam 10mm@4"c/c Column

BEAM&COLUMNJOINT(EXTERIOR)

10-16mmØ

1.5" 1.5" 4-25mmØ

12mmØ@6"c/c

10"

10mmØ@5"/7"/5"c/c ExceptGROUNDFLOOR 10mmØ@5"c/c C5 6-20mmØ 16mmØ@6"c/c

1.5" 1.5" 33" 46"(half length) 10"

10mmØ@5"/7"/5"c/c ExceptGROUNDFLOOR 10mmØ@5"c/c

COLUMNMATERIALPROPERTIES

1)fy=72,500psiforflexurebar&60000psifortie 2)f'c=4000psi(1:1.25:2.5)withwellgradedStone chips&ProperlyClean&Wash)Base,GFto4thFloor 3500psi(1:1.25:2.5)withwellgradedStone chips&ProperlyClean&Wash)5thtotopFloor

10 STORIED WITH SEMI

BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are

1.5" 1.5" DATE: 28/06/2022 09

GONG

COLUMNSCHEDULE

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9)

BASEMENT RESIDENTIAL

ExceptGROUNDFLOOR 10mmØ@5"c/c 10mmØ@5"/7"/5"c/c ExceptGROUNDFLOOR 10mmØ@5"c/c 10mmØ@5"/7"/5"c/c ExceptGROUNDFLOOR 10mmØ@5"c/c 33" 46"(half length) 10" MD SHAMIM AND

10" ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

3RDTO4THFLOORROOF

5THTO6THFLOORROOF 7THTOTOPFLOORROOF

4-25mmØ

Groundfloor,Level=+4'-0"

Road,Level=-0'-0" 10'-0" (SECTION:R-R) THRU.RETAININGWALL 10" 3"C.C 3"C.CBLOCK

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9) 10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR.

we care who you are MD SHAMIM AND GONG ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022 10

Seeslabrebar Seeslabrebar 10mmØ@6"c/c 12mmØ@5"c/c 1'-0" 1"extraclearcover fc'=3500psi fy=60,000psi Basement,Level=-6'-0"

DhakaDesigner

RB

IB DN tobasement To GroundFloor B

FB-9

ROADLEVEL=(0'-0") S1

GroundFloorLevel=(4'-0") 1-20+2-16Øst. 3-20Øst.

S1 RB

1-20+2-16Øst. 3-20Øst. Basementfloorlevel=(-6'-0")

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD SHAMIM AND GONG

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9)

ENGINEERMAHIBUL HOSSEN

ASHRAF

A B DATE: 28/06/2022 11

ARIF

IMAGE

GroundFloorLevel=(4'-0")

ROADLEVEL=(0'-0")

RWREBAR 1'-0"

ROADLEVEL=(0'-0")

RWREBAR 1'-0"

Basementfloorlevel=(-6'-0")

BasementFloorSlabRebar3"C.C

SECTIONOFRAMP-A

Basementfloorlevel=(-6'-0")

BasementFloorSlabRebar3"C.C

SECTIONOFRAMP-B

12mm@4.5"c/c 10mm@5"c/c

GroundFloorLevel=(4'-0")

fc'=3500psi fy=72,500psi CAD BY : (B+G+9)

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR.

MD SHAMIM AND GONG ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022 12

10mmØ@5"c/c 12mmØ@4.5"c/c 12mmØ@6"c/c ARCHITECT PROJECT CLIENT S

DhakaDesignerwe care who you are

8" 8"

7'-11"

PLANOFSTAIR (TYPICAL)

fc'=3500psi fy=60,000psi 10Ø@6"c/c 12Ø@5"c/c

10Ø@6"c/c 12Ø@5"c/c

L/4

2-20+1-16ØSt

SlabRebar 12Ø@125c/c

L/4

12Ø@5"c/c ZB

L/4 6"

SlabRebar 12Ø@5"c/c 10Ø@6"c/c

/Local Authority approved

6" SECTIONOF(C-C)

10"

DATE : 20-10-2021 Rev : 01

DATE : 29-10-2021 Full str.

DATE : 30-01-2022

10"

12Ø@5"c/c

10Ø@5"c/c.

2-20+1-16ØSt 18" 10"

SEC.OFZ.B

10Ø@6"c/c 12Ø@5"c/c 10Ø@6"c/c

6" SECTIONOF(B-B)

12Ø@5"c/c

10"

L/4 6"

12Ø@5"c/c

6" ZB

10Ø@6"c/c 12Ø@5"c/c 10Ø@6"c/c

SECTIONOF(A-A)

(G+9) 10 Storied residential building with semi basement

B B A A C C

CAD BY : at Baunia, Turag, Dhaka SCL "SOUTH PALACE"

drawings.

: PROJECTCLIENT S

STRUCTURAL ENGINEER MD. MAHIBUL HOSSEN (MUHIB) B.Sc. in Civil Engg. (BUET) MIEB-37120

ARCHITECT

This is to declare that the dedicated signed will not be held liable for any drawing & construction beyond the RAJUK 13

DISCLAIMER

Rev : 00

FB-510"X18"

FB-8 10"X21"

SE E NE S N

SW W NW

FB-8 10"X21"

FB-610"X18"

FB-710"X18"

GROUNDFLOORBEAMLAYOUTPLAN DN tobasement To GroundFloor

FB-10 10"X18"

FB-9 10"X21" FB-9 10"X21"

FB-110"X18"

9'-01 2 "

FB-210"X18"

FB-310"X18"

FB-10 10"X18"

FB-410"X18" FB-410"X18" FB-410"X18"

FB-10 10"X18"

FB-510"X18" FB-510"X18" FB-510"X18" FB-510"X18"

FB-710"X18"

FB-10 10"X18" FB-10 10"X18"

FB-11 10"X18"

FB-610"X18" FB-610"X18" FB-610"X18" FB-610"X18"

FB-11 10"X18" FB-11 10"X18" FB-11 10"X18"

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 9'-31 2 "

6'-10"

10'-71 2 "

FB-11 10"X18" FB-9 10"X21" CAD BY : (B+G+9)

ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

13'-2"

IB-1 10"X18" MD SHAMIM AND GONG

FB-11 10"X18" ARCHITECT PROJECT CLIENT S

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are DATE: 28/06/2022 14

A B C D E F 1 2 3 4 5 6

FB-11 10"X18"

18"

FB-1

18"

M1 C1 1-16Øext. 1-16Øext.

4'-9" 2-16Øst. 4'-9" 3-16Øst.

2" 2"

F 19'-1" S1

1-20+2-16Øst. 18"

FB-4(PART-1)

FB-2 C 2" 2"

7'-7" 6'-4" S1

FB-4(PART-2)

D 9'-3" S1

1-20+2-16Øst.

D 9'-3" S1

3'-4" C 2" 2"

2-16Øst+1-20Øext.

2" S1

18" 10"

18"

S1 S1 10"

2-16Øst+1-16Øext. FB-1(SEC.M1-M1)

2-16Øst. 3-16Øst.

18"

3-16Øst.

FB-1(SEC.C1-C1)

S1 10"

1-20+2-16Øst.

FB-2(SEC.M2-M2)

M3 C3 1-20Øext. 1-20Øext.

18"

FB-3

3-20Øst.

10"

FB-3(SEC.C3-C3)

B 2" 2"

1" 1" 1"

C 22'-0" S1

5'-6" 2-16Øst. 5'-6" 3-20Øst.

18"

S1 S1

18" 10"

2-16Øst. 3-20Øst.

IMAGE

FB-3(SEC.M3-M3)

2" E 6'-4" 2'-9" 2'-9"2'-6"

2-16Øst. 3-16Øst. E

22'-51 2 " 11'-6" 2" 2"2"

2-16Øst.

2-16Øst. 3-16Øst.

1-16Øext. 2-16Øext.

7'-6" 2-16Øext. 7'-6" S1 S1

2-16Øst. 3-16Øst.

S1= 10mmØ4"/6"/4"c/c

18"2-16Øext.

18" 10"

S1 S1 10"

2-16Øext.

3-16Øst.

2-16Øst. 3-16Øst. 2" 2'-6" HOSSEN ARIF ASHRAF

FB-4(SEC.C4-C4)

F DATE: 28/06/2022 15

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD SHAMIM AND GONG ENGINEERMAHIBUL

FB-4(SEC.M4-M4)

2-16Øst. 3-16Øst.

1-16Øext. 2-16Øext. ARCHITECT PROJECT CLIENT S

4'-9" 2"2" S1 CAD BY : (B+G+9)

21" 2"2"

21"

1-16Øext. 6'-3" 2-16Øst. 3-16Øst.

FB-7

M7 C7 1-16Øext.

4'-9" 5'-6" 2-16Øext. S1

19'-1" 18" 2" 2"2" 1 2" 2"

M8 C8 2-16Øext. 2-16Øext.

3 19'-81 2 " 5'-0" 2-16Øst. 5'-0" 3-16Øst.

FB-8 S2

1" 1"

21'-101 2 " S1

2-16Øst. 5'-6" 3-16Øst.

2'-9" 2'-9" 2" S1 S1

2" 2"

2-16Øext.

2-16Øst. 3-16Øst. FB-7(SEC.N7-N7)

M9 C9 2-16Øext.

5'-0" 2-16Øst. 5'-0" 3-16Øst.

2" S2

1 2" 2"

1" 1"

3 19'-4" S1

FB-9

2-16Øst.

21"2-16Øext.

21" 10"

S2 S2 10"

3-16Øst.

FB-8(SEC.C8-C8)

2-16Øst. 3-16Øst.

FB-8(SEC.M8-M8)

2-16Øext. 2-16Øext.

2-16Øst.

21"2-16Øext.

21" 10"

S2 S2 10"

3-16Øst.

FB-9(SEC.C9-C9)

2-16Øst. 3-16Øst.

FB-9(SEC.M9-M9)

S1 10"

S1= 10mmØ4"/6"/4"c/c S2= 10mmØ4"/5"/4"c/c

2-16Øst. 3-16Øst. CAD BY : (B+G+9) 10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR.

2-16Øst+1-16Øext. 2" 2" you are MD SHAMIM AND GONG

2-16Øext. 2-16Øext. we care

DhakaDesigner

2-20Øext. S1 DATE: 28/06/2022 17

12'-11" 2" ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

18" ARCHITECT PROJECT CLIENT S

who

FB-7(SEC.C7-C7) FB-7(SEC.M7-M7)

3-16Øst.

S1 S1 10"

18" 10"

18" A

2-20Øext. 1"

21"

2 6'-2" S1

1 2" 2"

M10 C10 2-16Øext. 2-16Øext.

21'-11" 6'-111 2 " 3'-5" 4 2-16Øext.

7'-3" 2-20Øst. 7'-3" 3-16Øst.

2" S1 2"

FB-10

19'-4" 21" 2" 2"2" S2

FB-11

M11 C11

1" 1"

6 S2 S1 2" 2"

5 2"

1 4'-9" 2-16Øext. 2-16Øext. 7'-9" 6'-9" 2-16Øext. 2-20Øst. 2-16Ø+1-20Øst. 2-16Øext.

2-16Øst.2-16Øst. 3-16Øst.

6 S1 2"

IB-1

3 2" 2"

2-20Øst.

2-20Øst. 5'-9" 2-16Ø+1-20Øst.

1" 1" 1"

6 23'-21 2 " S2

ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

2-20Øst.

21" 2-16Øext.

21" 10"

S2 S2 10"

3-16Øst.

FB-10(SEC.C10-C10)

2-20Øst. 3-16Øst.

21" 2-16Øext.

2-16Øext.

FB-10(SEC.M10-M10)

IB1 S1= 10mmØ4"/6"/4"c/c S2= 10mmØ4"/5"/4"c/c

21" 11"

S2 S2 11"

2-16Ø+1-20Øst.

FB-11(SEC.C11-C11)

2-20Øst. 2-16Ø+1-20Øst.

FB-11(SEC.M11-M11)

DhakaDesignerwe care who you are

SAVAR.

NABINAGAR,

9'-51 2 " MD SHAMIM AND GONG

10 STORIED WITH SEMI BASEMENT DATE: 28/06/2022 18

IB-1(SECIB1-IB1)

2-16Øst. 3-16Øst. ARCHITECT PROJECT CLIENT S

S1 10" CAD BY : (B+G+9)

18" 2-16Øext. 2" RESIDENTIAL BUILDING AT

2" 2" S1

DN tobasement

To GroundFloor

SLABTHICKNESST=5.0"ExceptShown

10Øbinder@10"c/cwhererequired.

3'-0"

4'-0" 4'-0" 3'-0"

3'-2"

3'-0"4'-0" 4'-0"3'-0"

3'-2"4'-3" 4'-3"3'-2"

4'-3" 4'-3" 3'-2"

2'-5"3'-2" 3'-2" 2'-5"2'-5"

3'-2" 2'-5"

3'-2" 3'-9"5'-0" 5'-0"3'-9"

3'-9"

5'-0" 5'-0" 3'-9"3'-9"

5'-0" 5'-0" 3'-9"

3'-9"5'-0" 5'-0"3'-9"

2'-5"

2'-5"3'-2" 3'-2"2'-5"

3'-2"

3'-2" 2'-5"

2'-5"3'-2" 2'-5"

3'-2" 3'-2" 2'-5" 3'-2"2'-5"

2'-5"

2'-5"3'-2" 3'-2"2'-5"

3'-2" 3'-2" 2'-5"

ARIF ASHRAF IMAGE DATE: 28/06/2022

SW W NW

4'-3" 4'-3" 3'-2" 3'-2"

4'-3" 4'-3" 3'-2" 4'-3"3'-2" 4'-3"3'-2" 4'-3"3'-2" 4'-3"3'-2"

4'-3" 4'-3" 3'-2"

3'-2"

2'-5"

3'-2" 2'-5" 3'-0"2'-2" 3'-0"2'-2"

4'-3" 4'-3" 3'-2" 2'-6"

GROUNDFLOORSLABREINF.DIMENSIONDETAILS

2'-5"3'-2" 3'-2"2'-5"

3'-2" 3'-0"2'-2" 3'-0"2'-2"

3'-4" 3'-4" 2'-6"2'-6"

2'-6"3'-4" 2'-6"3'-4"

3'-4" 3'-4" 2'-6"

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are SE E NE S N

9'-01 2 " 19

AND GONG

A B C D E F

1 2 3 4 5 6

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 9'-31 2 " ARCHITECT PROJECT CLIENT S

13'-2" CAD BY : (B+G+9)

10'-71 2 " MD SHAMIM

6'-10" ENGINEERMAHIBUL HOSSEN

3'-2"

4'-3" 4'-3" 3'-2"

3'-2"4'-3" 3'-2"4'-3" 3'-2"4'-3" 3'-2"4'-3" 3'-2"

10Ø@6"c/c.10Ø@7.5"c/c.

SLABTHICKNESST=5.0"ExceptShown

10Øbinder@10"c/cwhererequired.

10Ø@7"c/c.

DN tobasement

1-10Øext. 1-10Øext. 1-12Øext. 1-12Øext.

1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

1-10Øext.

1-10Øext. 1-10Øext.

1-10Øext.

SW W NW

1-10Øext.

T=6.0" T=5.5"

10Ø@7"c/c.

To GroundFloor 10Ø@7"c/c.

1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

1-10Øext. 1-10Øext. 1-12Øext. 1-12Øext.

T=5.5"

1-10Øext.

ARIF ASHRAF IMAGE DATE: 28/06/2022

1-10Øext. 1-10Øext. 1-10Øext.

1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

10Ø@5"c/c. 10Ø@5"c/c. 10Ø@5"c/c. 10Ø@5"c/c.

T=5.5"

GROUNDFLOORSLABREINF.DETAILS

10Ø@7"c/c. 10Ø@7"c/c.

10Ø@7"c/c. 10Ø@6"c/c. 10Ø@6"c/c.

T=5.5"

1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are SE E NE S N

9'-01 2 " 20

AND GONG

A B C D

E F 1 2 3 4 5 6

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 9'-31 2 " ARCHITECT PROJECT CLIENT S

13'-2" CAD BY : (B+G+9)

10'-71 2 " MD SHAMIM

6'-10" ENGINEERMAHIBUL HOSSEN

10Ø@7"c/c.

10Ø@7"c/c. 10Ø@7"c/c.

10Ø@7"c/c.

FB-5 10"X21"

28/06/2022

DATE:

FB-410"X21"

FB-6 10"X21"

FB-110"X21"

FB-6 10"X21" FB-6 10"X21"

FB-7 10"X21"

FB-2B10"X21"

FB-6 10"X21"

FB-7 10"X21"

FB-5 10"X21"

FB-210"X21" FB-210"X21" FB-2A10"X21" FB-210"X21" FB-210"X21"

FB-6 10"X21"

FB-310"X21" FB-310"X21" FB-310"X21" FB-310"X21" FB-310"X21"

FB-7 10"X21"

1STFLOORBEAMLAYOUTPLAN

FB-7 10"X21" FB-7 10"X21"

FB-6 10"X21"

FB-410"X21" FB-410"X21" FB-410"X21" FB-410"X21"

FB-5 10"X21"

FB-110"X21" FB-110"X21" FB-110"X21" FB-110"X21"

FB-6 10"X21" FB-6 10"X21"

FB-5 10"X21"

8'-9" ENGINEERMAHIBUL

HOSSEN ARIF ASHRAF IMAGE

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD SHAMIM AND GONG

A B C D E F 1 2 3 4 5 6

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 9'-31 2 " SW W NW

13'-2" NESE

10'-71 2 " ARCHITECT PROJECT CLIENT S

6'-10" CAD BY : (B+G+9)

FB-5 10"X21"

FB-5 10"X21" FB-5 10"X21"

FB-110"X21" FB-110"X21" FB-110"X21" FB-110"X21" FB-110"X21"

21"

M7 C7

19'-1" 21" 2" 2"

FB-1(PART-01)

A 2"

1-16Øext. 4'-9" 2-16Øst. 2-16Ø+1-20Øst.

6'-6" 2-16Øext. 1'-1"3'-3" S1 2-16Øext.

21" A

1'-7" 2-16Øext. 1-16Øext. 1'-7" 1-16Øext. 1'-10" 1-16Øext. 1'-10" 2-16Ø+1-20Øst.

4'-9" 5'-6" 2-16Øext. S1

2-16Øst. 5'-6"

M2 C2 1-20Øext.

21'-11" S1

2-16Øst+1-16Øext.

2" 2"

2-16Ø+1-20Øst.

FB-1(SEC.C1-C1)

6'-7" 2-16Øext. 3'-3"1'-1" S1 E 2" 2"

D 21'-11" S1

S1 S1 10"

2-16Øst. 5'-6"

22'-4" 6'-4" C

19'-1" S1

2-16Øst. 3-16Øst.

F 1'-7" 2-16Øext. 1-16Øext. 1'-7" 1-16Øext. 1'-10" 1-16Øext. 1'-10" 2-16Ø+1-20Øst.

4'-9" 5'-6" 2-16Øext. S1

1-16Øext. 4'-9" 2-16Øst. 2-16Ø+1-20Øst.

M7 C7 19'-1" 2" 2"

C B 1-20Øext. 6'-4" 1-20Øext. 1'-10" 7'-5"

1" 1" 1" 1" 1" 1" 1" 1" 1"

2-16Øst. 2-16Ø+1-20Øst.

FB-1(SEC.M1-M1)

2-16Øst+1-20Øext.

21"

2-16Øst. 3-16Øst. S1= 10mmØ4"/6"/4"c/c S2= 10mmØ4"/5"/4"c/c

BUILDING

GONG

MD SHAMIM AND

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9)

FB-2 2"2" S1 2"

5'-7" 2-20Øext. 2-16Øst. 3-16Øst. B

21" 10"

ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022 22

FB-1(PART-02) 2'-9" 2'-9" 2-16Øext.

10 STORIED WITH SEMI BASEMENT RESIDENTIAL

AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are

FB-2(SEC.C2-C2) FB-2(SEC.M2-M2)

3-16Øst.

S1 S1 10"

21" 10"

21"

FB-2A

A 2"

9'-3"

2'-6" 2'-6" 2'-0" 2'-0"

FB-3(PART-01)

21" 2" C

M3 C3 2-16Øext.

2-20Øst. 3-20Øst. 2"

1" 1"

3-20Øst.

FB-2B

17'-10" S1

4'-6" 2-16Øst. 3-16Øst.

21"

3-20Øst. 2-20Øst. 2-20Øst.

S1 10"

FB-3(PART-02)

3-16Øst.

FB-2A(SEC.C2A-C2A)

3-20Øst.

FB-2B(SEC.C2B-C2B)

21'-21 2 " 7'-0" B

5'-4"

6'-1" 21'-21 2 " 17'-10" E

1" 1" 1" 1" 1" 1" 1"

2'-9" 2'-9" 2'-9" 2'-9" S1 S1

2-16Øst+1-20Øext. 2-16Øext.

21"

3-16Øst.

21" 10"

2-16Øst. 3-16Øst.

FB-3(SEC.C3-C3) FB-3(SEC.M3-M3)

7'-0" 4'-3" 2-16Øst. 3-16Øst.

1-16Øext. 4'-6" 2-16Øext. 7'-0" 4'-6" 5'-4" 2-16Øext. 2-16Øst. 3-16Øst.

2-16Øext.

1-16Øext. 2" S1 2"2" 2-16Øext.

2-20Øst. 2"

F 4'-3" 2" S1 2" 2"2"

1'-9" 1'-6" 1'-6" 1-20Øext. 1-20Øext. 1'-9" ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

2-16Øst. 3-16Øst.

21" S1= 10mmØ4"/6"/4"c/c S2= 10mmØ4"/5"/4"c/c

SAVAR. DhakaDesigner

care who

2-16Øst+1-20Øext.2-20Øext. C D you are MD SHAMIM AND GONG

DATE: 28/06/2022 23

1-20Øext. 1'-5" 4'-6" 1-20Øext.2-16Øext. 1'-5"

3-16Øst.

21" 2" ARCHITECT PROJECT CLIENT S

9'-3" CAD BY : (B+G+9) 10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR,

3-20Øext. we

2-16Øst+1-20Øext. 2-20Øext. 3-20Øext.

C2A C2B

S1 S1 10"

21"

M4 C4 1-20Øext.

19'-1" S1

22'-4" 6'-9" 4'-9" B

2-16Øst. 3-16Øst.

5'-7" 3'-2" 2-16Øext. 2-16Øst. 3-16Øst.

1'-1" 1'-10" 3-16Øst.

FB-4(PART-02)

1" 2'-9" 2'-9" 2-16Øext.

2'-9" 2'-9" 2-16Øext.

5'-10" 22'-4" 19'-1" 2-16Øext. 1-16Øext. 1-16Øext.

1-20Øext. 6'-4" 1-20Øext. 1'-10" 7'-5" 1'-1" 3-16Øst. 2"

2-16Øst. 3-16Øst.

F 3'-2" 2" S1 S1 2" 2"2"

4'-9" 5'-7" 6'-4" 7'-5" 2-16Øst. 3-16Øst.

ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

M5 C5

1" 1" 1" 1" 1" 1" 1"

2-16Øst+1-20Øext. 2-16Øext.

3-16Øst.

FB-4(SEC.C4-C4)

2-16Øst. 3-16Øst.

FB-4(SEC.M4-M4)

1'-7" 1-20Øext. 1'-7" 3 2" 2"

2-20Øst.

2-20Ø+1-16Øst.

6 16'-5" S2

DhakaDesignerwe care who you are

21" 10"

21"

S2 S2 10"

2-20Øst. 2-20Øst+1-16Øext. 2-16Øext. 2-20Ø+1-16Øst.

S1= 10mmØ4"/6"/4"c/c S2= 10mmØ4"/5"/4"c/c

2-20Ø+1-16Øst.

FB-5(SEC.C5-C5) FB-5(SEC.M5-M5)

10 DATE: 28/06/2022 24

FB-5 ARCHITECT PROJECT CLIENT S

WITH SEMI

FB-4(PART-01) 2"2" S1 2"2"

6'-7" 21" 2" 2" S2 CAD BY : (B+G+9)

1 4'-11" 2-16Øext. 2-20Øext. 5'-11" 4'-11" 2-20Øst. 2-20Ø+1-16Øst. 2-16Øext. STORIED

2 5 12'-4" 6'-6" 1-16Øext. 1'-8" 1'-8" 1-20Øext.2-20Øext. 2'-0" 2'-0"5'-11" 3'-0" 3'-0" BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR.

1-20Øext. MD SHAMIM AND GONG

S1 S1 10"

21" 10"

21"

6'-7" 21" 2" 2" S2

M6 C6

FB-6

1 4'-11" 2-16Øext. 2-20Øext. 5'-11" 4'-11" 2-20Øst. 2-20Ø+1-16Øst. 3-16Øext.

2 5 12'-4" 6'-6" 1-20Øext. 1'-8" 1'-8" 1-20Øext.2-20Øext. 2'-0" 2'-0"5'-11" 3'-0" 3'-0"

1" 1"

3 2" 2"

2 6'-2" 5'-6" 2-20Øst. 5'-6" 21"

6 16'-5" S2

2-20Øst.

2-20Ø+1-16Øst.

1-20Øext. 2-16Øext.2'-6" 2'-6" 1 2" 2"

1" 1" 1" 1" 1" 1" 1"

M7 C7 2-16Øext.

21'-11" 6'-11" 4

FB-7 S1 2"

6 S2 S1 2" 2"

5 2"

2-20Øst+1-20Øext. 2-16Øext. 2-16Øext.

21" 10"

21"

S2 S2 10"

2-20Øst. 2-20Ø+1-16Øst.

2-20Øst+1-20Øext. 2-16Øext. 2-16Øext.

21"

21" 10"

S2 S2 10"

1-20Ø+2-16Øst.

2-20Øst. 1-20Ø+2-16Øst.

FB-7(SEC.C7-C7) FB-7(SEC.M7-M7)

S1= 10mmØ4"/6"/4"c/c S2= 10mmØ4"/5"/4"c/c

WITH SEMI

SAVAR. DhakaDesignerwe care who you are

1-20Ø+2-16Øst. 2-20Øext. DATE: 28/06/2022 25

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9)

STORIED

BASEMENT RESIDENTIAL BUILDING AT NABINAGAR,

2-16Øext. 1-20Ø+2-16Øst. MD SHAMIM AND

1'-10" 1'-10" 1-20Øext. 1-20Øext.2-20Øext. 3'-0"3'-0" 1-20Ø+2-16Øst. ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE

GONG

FB-6(SEC.C6-C6)

FB-6(SEC.M6-M6)

2-20Ø+1-16Øst.

SLABTHICKNESST=5.0"ExceptShown

10Øbinder@10"c/cwhererequired.

2'-6"

8'-9" CAD

3'-9"5'-0" 5'-0"3'-9"

3'-9"

5'-0" 5'-0" 3'-9" 3'-9"

4'-3" 4'-3" 3'-2"

3'-9"5'-0" 5'-0"3'-9"

3'-3"

T=6.0"

3'-3" 2'-6"

5'-0" 5'-0" 3'-9" 2'-6"

3'-9"

5'-0" 5'-0" 3'-9"

3'-9"

3'-9"5'-0" 5'-0"3'-9"

5'-0" 5'-0" 3'-9"

T=5.5" T=6.0" T=5.5"

3'-9"5'-0" 5'-0"3'-9"

3'-2"4'-3" 3'-2"4'-3" 3'-2"4'-3" 3'-2"

1STFLOORSLABREINF.DIMENSIONDETAILS

3'-2"4'-3" 3'-2"

2'-6"3'-3" 2'-6"3'-3" 2'-6" 2'-6"

3'-2"

4'-3" 4'-3" 3'-2" 4'-3"3'-2" 4'-3"3'-2" 4'-3"3'-2"

4'-3" 4'-3" 3'-2"

3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 2'-6" 2'-6" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 2'-6" 2'-6"

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD SHAMIM AND GONG ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022

: (B+G+9)

6'-10" ARCHITECT PROJECT CLIENT S

A B C D E

F 1 2 3 4 5 6

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 9'-31 2 "

13'-2" SW W NW

10'-71 2 " NESE

4'-3" 4'-3" 3'-2" 4'-3"3'-2"

3'-2"

SLABTHICKNESST=5.0"ExceptShown

10Øbinder@10"c/cwhererequired.

28/06/2022

2-10Øext.

2-10Øext. 1-10Øext.

9'-01 2 "

1-10Øext. 2-10Øext.

1-10Øext.

2-10Øext.

1-10Øext. 2-10Øext.

2-10Øext. 2-10Øext. 1-10Øext.

1-10Øext.

10Ø@6"c/c. 10Ø@6"c/c. 10Ø@6"c/c. 10Ø@6"c/c.

2-10Øext. 2-10Øext.

10Ø@6.5"c/c.

HOSSEN ARIF ASHRAF IMAGE

2-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 2-10Øext.

1-10Øext. 2-10Øext.

2-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

1-10Øext. 1-10Øext. 10Ø@7"c/c. 10Ø@8"c/c.

10Ø@6"c/c. 10Ø@6"c/c.

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are

AND GONG

SW W NW NESE ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9)

B C D E F 1 2 3 4 5 6 20'-4" MD SHAMIM

23'-0" 14'-1" 23'-0" 20'-4" 9'-31 2 " ENGINEERMAHIBUL

13'-2" DATE:

10'-71 2 " 27

6'-10"

1STFLOORSLABREINF.DIMENSIONDETAILS

10Ø@8"c/c.

1-10Øext.

1-10Øext. 10Ø@6.5"c/c. 10Ø@7"c/c. 10Ø@8"c/c.

21" 21"

FB-1

B M1 C1

1-20Øext.

6'-3" S1

2-16Øst+1-20Øext.

21"

M2 C2

21" 10"

S1 S1 10"

3-16Øst.

FB-1(SEC.C1-C1)

2-16Øst. 3-16Øst.

FB-1(SEC.M1-M1)

5'-6" 2-16Øext. 1-16Øext. 1'-10" 1-16Øext. 1'-10" 3-16Øst.

2-20Øst. 5'-6"

1" 1" 2'-9" 2'-9" 2-16Øst.

FB-2(PART-01)

21'-11" S1

6'-7" 2-16Øext. 3'-3"1'-1" S1

E D

2-20Øst. 5'-6" 5'-6" 2-16Øext. 1-16Øext. 1'-10" 1-16Øext. 1'-10" 2-16Øext. 1'-1"3'-3" S1

FB-2(PART-02)

A 2"

21" FB-3

6'-8" 2" 2"

M3 C3 1-16Øext.

21'-11" S1

1" 3-16Øst. 2'-9" 2'-9" 2-16Øext.

19'-1" S1

22'-6" 6'-4"

21" 10"

21"

S1 S1 10"

2-20Øst+1-16Øext. 2-16Øext. 2-16Øext.

3-16Øst.

2-20Øst. 3-16Øst.

FB-2(SEC.C2-C2) FB-2(SEC.M2-M2)

21"

21" 10"

S1 S1 10"

3-16Øst.

2-16Øst. 3-16Øst.

FB-3(SEC.C3-C3) FB-3(SEC.M3-M3)

C B

2-16Øst+1-16Øext. 1" 1"

1-16Øext. 6'-4" 1-20Øext. 1'-10" 7'-5" 2'-9" 2'-9" 2-16Øext.

5'-7" 2-16Øext. 2-16Øst. 3-16Øst.

2"2" S1 2"

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are

AND GONG

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9)

MD SHAMIM

19'-1" 21" 2" 2" ENGINEERMAHIBUL HOSSEN ARIF ASHRAF

1-20Øext. 6'-3" 2-16Øst. 3-16Øst. DATE: 28/06/2022 29

IMAGE

B 2" 2"

2-16Øst. 3-16Øst.

21"

FB-4

M4 C4

21"

A 2"

6'-4" 2-16Øst. 3-16Øst.

1-16Øext. 6'-4" 1-16Øext.

18'-8" S1

M5 C5 3-16Øext.

4'-6" 2-16Øst. 3-16Øst.

FB-5(PART-01)

21'-21 2 " B 2'-9" 2'-9"

C 1"

1-16Øext.

7'-6" 2-16Øst. 3-16Øst.

7'-6" 2" S1 2" 2-16Øext.

17'-10" S1

21'-21 2 " 7'-0" B

1-16Øext. 1'-5" 4'-6" 1-16Øext.3-16Øext. 1'-5"

1'-9"

C D

7'-0" 4'-3" 2-16Øst. 3-16Øst.

5'-4" 1-16Øext. 2" S1 2"2" 2-16Øext.

6'-1" 21'-21 2 " 17'-10" E

1" 1" 1" 1" 1"

2'-9" 2'-9" 2'-9" 2'-9" S1 S1

FB-5(PART-02)

1-16Øext. 4'-6" 3-16Øext. 7'-0" 4'-6" 5'-4" 3-16Øext. 2-16Øst. 3-16Øst.

2-16Øst+1-16Øext.

1'-6" 1'-6" 1-16Øext. 1-16Øext. 1'-9"

2-16Øst. 3-16Øst.

F 4'-3" 2" S1 2" 2"2" 2-16Øext.

2-16Øst+1-16Øext. 3-16Øext.

21"

21" 10"

S1 S1 10"

3-16Øst.

2-16Øst. 3-16Øst.

FB-4(SEC.C4-C4) FB-4(SEC.M4-M4)

21"

21" 10"

S1 S1 10"

3-16Øst.

FB-5(SEC.C5-C5)

2-16Øst. 3-16Øst.

FB-5(SEC.M5-M5)

S1= 10mmØ4"/6"/4"c/c S2= 10mmØ4"/5"/4"c/c

PROJECT CLIENT S CAD BY : (B+G+9)

MD SHAMIM

ENGINEERMAHIBUL HOSSEN

DATE: 28/06/2022 30

ARCHITECT

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are

AND GONG

ARIF ASHRAF IMAGE

1 4'-11"

M6 C6

7'-71 2 " 21" 2" 2" S2

5 11'-31 2 " 6'-6" 1-20Øext. 1'-8" 1'-8" 2-20Ø+1-16Øext. 1-20Øext. 2'-0" 2'-0"5'-11" 3'-0" 3'-0"

2-16Øext. 2-20Ø+1-16Øext. 5'-11" 4'-11" 2-20Øst. 2-20Ø+1-16Øst.

FB-6

7'-21 2 " 21" 2" 2" S2

FB-7

3 2" 2"

6 16'-5" S2

2-20Øst. 2-20Ø+1-16Øst.

2-16Øext.

1 4'-11" 3-16Øext. 3-16Øext. 5'-11" 4'-11" 2-20Øst. 3-20Øst. 3-16Øext.

M7 C7

11'-31 2 " 6'-10" 1-20Øext. 1'-8" 1'-8" 3-20Øext. 1-20Øext. 2'-0" 2'-0"5'-11" 3'-0" 3'-0"

2 6'-2"

2-20Øst. 5'-6" 21"

1-20Ø+2-16Øst.

1" 2"2" S1 2"2" S1 3 2" 2"

IMAGE

2'-5" 2'-5" 2-16Øext. HOSSEN

M8 C8

21" 10"

1-20Øext.

1-20Øext. 1 2" 2"

6 15'-61 2 " S2

21"

S2 S2 10"

2-20Ø+1-16Øst.

FB-6(SEC.C6-C6)

7'-4" 1'-10"

2-20Øst. 2-20Øst+1-20Øext. 2-16Øext. 2-20Ø+1-16Øst.

FB-6(SEC.M6-M6)

1" 1" 1" 1" 1" 1" 1"

FB-8 S1 2"

2-20Øst. 3-20Øst.

21'-11" 6'-11" 4

1-20Øext. 1-20Øext.3-16Øext. 3'-0"3'-0" 3-20Ø+2-16Øst.

6 S2 S1 2" 2"

FB-7(SEC.C7-C7) FB-7(SEC.M7-M7)

2-16Øext.

3-20Øst. 3-16Øst.

5 2"

ARIF

1" 2-16Øext. ASHRAF

2-20Øst+1-20Øext. 2-16Øext.

21"

21" 10"

S2 S2 10"

1-20Ø+2-16Øst.

1" 1" 1" 1" 2"2" S1 2"2" S1 CAD BY : (B+G+9)

FB-8(SEC.C8-C8)

2-20Øst. 1-20Ø+2-16Øst.

FB-8(SEC.M8-M8)

2'-9" 2'-9" DATE: 28/06/2022 31

S1= 10mmØ4"/6"/4"c/c S2= 10mmØ4"/5"/4"c/c

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD SHAMIM AND GONG ENGINEERMAHIBUL

2-20Øst. 2-20Øst+1-20Øext. 3-16Øext. 3-20Øst. ARCHITECT PROJECT CLIENT S

3-20Øst.

S2 S2 10"

21" 10"

21"

SLABTHICKNESST=5.0"ExceptShown 10Øbinder@10"c/cwhererequired.

3'-0"

4'-0" 4'-0" 3'-0"3'-0"

3'-0"4'-0" 2'-6" 2'-6"

3'-0"4'-0" 3'-0"

4'-0" 4'-0" 3'-0" 4'-0"3'-0"

3'-0"4'-0" 3'-0"

3'-0"

3'-0"4'-0" 4'-0"3'-0"

3'-0"

3'-0"4'-0" 3'-0"

T=5.5"

3'-0" 3'-0"

2'-6"

3'-0"4'-0" 4'-0"3'-0"

4'-0" 4'-0" 3'-0" 4'-0"3'-0" 2'-6"

T=5.5"

4'-0" 4'-0" 3'-0"3'-0"

4'-0" 4'-0" 3'-0"

4'-0" 4'-0" 3'-0"3'-0"

4'-0" 4'-0" 3'-0" 2'-6" 3'-0"

4'-0"3'-0"

3'-3"2'-6"3'-3" 2'-6"3'-3"

3'-3" 2'-6"

3'-0"4'-0" 3'-0"

4'-0" 4'-0" 3'-0" 4'-0"3'-0"

T=5.5" T=5.5"

3'-0"4'-0" 3'-0"

3'-0" 3'-0"

3'-0"4'-0" 3'-0"

4'-0" 4'-0" 3'-0" 4'-0"3'-0"

TYPICALFLOORSLABREINF.DIMENSIONDETAILS

3'-0"

4'-0" 4'-0" 3'-0"

4'-0" 4'-0" 3'-0" 4'-0"3'-0" 2'-6" 2'-6"

3'-0"4'-0" 3'-0"

4'-0" 4'-0" 3'-0" 4'-0"3'-0"

3'-0"4'-0" 4'-0"3'-0"

3'-0"

4'-0" 4'-0" 3'-0"3'-0"

9'-01 2 " : (B+G+9)

HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022

ENGINEERMAHIBUL

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD SHAMIM AND GONG

B C D E F 1 2 3 4 5 6

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 9'-31 2 " SW W NW

13'-2" NESE

10'-71 2 " ARCHITECT PROJECT CLIENT S

6'-10" CAD

4'-0" 4'-0" 3'-0" 4'-0"3'-0"

3'-0"4'-0" 3'-0"

4'-0" 4'-0" 3'-0" 4'-0"3'-0" 2'-6" 2'-6"

SLABTHICKNESST=5.0"ExceptShown

10Øbinder@10"c/cwhererequired.

28/06/2022

DATE:

2-10Øext. 1-10Øext. 1-10Øext.

1-10Øext.

10Ø@7"c/c.

2-10Øext. 1-10Øext. 1-10Øext.

T=5.5" T=5.5"

1-10Øext.

10Ø@7"c/c.

10Ø@5.5"c/c. 10Ø@6"c/c. 10Ø@7"c/c.

10Ø@5.5"c/c. 10Ø@6"c/c.

1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

TYPICALFLOORSLABREINF.DETAILS

1-10Øext. 1-10Øext.

1-10Øext.

10Ø@6"c/c. 10Ø@6"c/c.

1-10Øext.

1-10Øext. 10Ø@7"c/c. 10Ø@7"c/c.

1-10Øext. 1-10Øext. 1-10Øext.

2-10Øext. 1-10Øext.

10Ø@5.5"c/c. 10Ø@6"c/c. 10Ø@7"c/c.

2-10Øext. 1-10Øext. 1-10Øext.

T=5.5" T=5.5"

2-10Øext. 1-10Øext. 1-10Øext.

1-10Øext. 1-10Øext. 1-10Øext.

10Ø@5.5"c/c. 10Ø@6"c/c.

2-10Øext. 1-10Øext. 2-10Øext.

1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

9'-01 2 " MD SHAMIM AND GONG

ARIF ASHRAF IMAGE

10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are

ENGINEERMAHIBUL HOSSEN

B C D E F 1 2 3 4 5 6

20'-4" 23'-0" 14'-1" 23'-0" 20'-4" 9'-31 2 " SW W NW

13'-2" NESE

10'-71 2 " ARCHITECT PROJECT CLIENT S

6'-10" CAD BY : (B+G+9)

10Ø@7"c/c. 10Ø@7"c/c.

2-10Øext. 1-10Øext. 1-10Øext.

2-10Øext. 1-10Øext. 2-10Øext. 1-10Øext.

C D 1 2 4 5 14'-1" 9'-3" 6'-10" C D 1 2 4 5 14'-1" 9'-3" 6'-10" OHWT LMR +8'-0" A A B-110"X21" B-110"X21" B-210"X21" B-2A10"X21" B-3 10"X21" B-3 10"X21" B-3 10"X21" B-3 10"X21" 10Ø@7"c/c.

+8'-0" +5'-0" 12Ø@6"c/c(T&B).12Ø@6"c/c(T&B). 10Ø@6"c/c(t/b)10Ø@6"c/c

ARCHITECT PROJECT CLIENT S CAD BY : (B+G+9) 10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you are MD SHAMIM AND GONG ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022 34 BEAMLAYOUTPLANAT OHWT&LMRBOTTOMSLAB SLABREINF.DETAILAT OHWT&LMRBOTTOMSLAB ThicknessT=5" ThicknessT=8" ThicknessT=8"

10Ø@6"c/c. 1-10Øext. 1-10Øext. 1-10Øext. 1-10Øext.

(t/b)

20"ØManholecover 10mmØ@7"c/c

7'-0" 8'-0"

10" 10"

1"extraclearcover 10mmØ@6"c/c

10mmØ@7"c/c 12mmØ@6"c/c

10"BrickWall

10mmØ@7"c/c 12mmØ@6"c/c

1"extraclearcover 10mmØ@6"c/c

6'-0"

O.H.W.T 4'-4" BrickWall RoofLevel

10mmØ@8"c/c

slabrebar 12mmØ@6"c/c(T&B)Bothdirec. 8"

SECTION:(A-A)

2 6'-2" 5'-6" 2-16Øst. 5'-6" 21"

21" 2"

2-16Øext.

10mmØ@7"c/c BrickWall

BrickWall

LIFTMACHINEROOM 10'-0" 8"

ARCHITECT

21'-11" 4 2-16Øext. 1-20Ø+2-16Øst.

1'-10" 1'-10" 1-20Øext. 1-20Øext.2-20Øext. 3'-0"

5'-0" 1 2" 2"

9'-3" C 3-16Øst.

2'-6" 2'-6" 2'-0" 2'-0"

2-16Øst. 3-16Øst.1" 1"

2-16Øst.

10mmØ4"/6"/4"c/c

2" 2"

10mmØ4"/5"/4"c/c

10" 2" 2" 10mmØ4"/6"/4"c/c

B-2A

1" 1" 1" 2" B-1&2

3'-4" 3'-4" 2-16Øst. 3-16Øst.

1-16Øext. 1-16Øext. 2-16Øext.

(2+2)-12mmØext.top&bottom

20"ØOpening Typicaldetailofextra reinforcementaroundmanhole.

MD SHAMIM AND GONG ENGINEERMAHIBUL HOSSEN ARIF ASHRAF IMAGE DATE: 28/06/2022

B-3

PROJECT

10mmØ4"/6"/4"c/c

CLIENT

CAD BY : (B+G+9) 10 STORIED WITH SEMI BASEMENT RESIDENTIAL BUILDING AT NABINAGAR, SAVAR. DhakaDesignerwe care who you

are

10mmØ@6"c/c(T&B)Bothdirec.