PROJECT CONSULTANT:
Er. Md. NADIM ALAM ,
ENGINEER, PLANNER, DEVELOPER,& SITE SUPER VISION,
PH:=+91 6204203526,
WORKING DRAWINGS
Mr. RAJESH JI ,
AT:- MOTIHARI,
Er. Md. NADIM ALAM
CONTACT+91 6204203526,
25'
BEDROOM
4'-6"
15'-7"x9'-2"
STAIRCASE
9'-0"x9'-0"
HALL KITCHEN
8'-7"x8'-0" 6'-7"x8'-0"
15'-9"
34'-6"
PARKING
9'-0"x10'-1"
TOILET
5'-2"x8'-2" SHOP
RAM
P 10'-0"x11'-5"
27'-8
"
SHEET TITLE:-
E 1. This drawing is a copyright of the Architect, it is not to be produced, copied, handed
over to third party or used for any other purpose other than for which it is intended.
MR. RAJESH KUMAR , MOTIHARI
DESIGN TECH
2. All dimensions shall be verified on site prior to start of work. PROFESSOR'S COLONY, BELBANWA
N DATE 10.05.2025 CKD. BY Er.NADIM ALAM,
S 3. The Contractor must check all dimensions, details & be responsible for the same.
Any discrepancy shall be brought to the notice of the Architect. REV. R1
NEAR GANDHI- COMPLEX
MOTIHARI, EAST CHAMPARAN, BIHAR, 845401,
DGN. BY Er.NADIM ALAM,
4. This drawing is to be read & not scaled. CT: 7739913752,6204203526,
W 5. This drawing should be read in conjunction with relevant working & detailed drawings. SCALE NTS DRN. BY Er.NADIM ALAM,
Mail: nadimalam78692@gmail.com
25'
BEDROOM
4'-6"
15'-7"x10'-0"
STAIRCASE
9'-0"x13'-3"
KITCHEN
12'-7"
HALL
9'-2"x8'-0" 6'-0"x8'-0"
34'-6"
TOILET
12'-4"x6'-0"
BEDROOM
12'-3"x10'-5"
28'-
9"
SHEET TITLE:-
E 1. This drawing is a copyright of the Architect, it is not to be produced, copied, handed
over to third party or used for any other purpose other than for which it is intended.
MR. RAJESH KUMAR , MOTIHARI
DESIGN TECH
2. All dimensions shall be verified on site prior to start of work. PROFESSOR'S COLONY, BELBANWA
N DATE 10.05.2025 CKD. BY Er.NADIM ALAM,
S 3. The Contractor must check all dimensions, details & be responsible for the same.
Any discrepancy shall be brought to the notice of the Architect. REV. R1
NEAR GANDHI- COMPLEX
MOTIHARI, EAST CHAMPARAN, BIHAR, 845401,
DGN. BY Er.NADIM ALAM,
4. This drawing is to be read & not scaled. CT: 7739913752,6204203526,
W 5. This drawing should be read in conjunction with relevant working & detailed drawings. SCALE NTS DRN. BY Er.NADIM ALAM,
Mail: nadimalam78692@gmail.com
5"
6"
25' 15'-11" 10'-8"
5'-3"
8'-3"
11'
BEDROOM
4'-6"
7'-9"
6'-2"
9'-5" 15'-7"
HALL KITCHEN
8'-10"
8'-10"
8'-10"
34'-6"
15'-9"
9'-5" 15'-7"
TOILET
1'-4"
9'-5" 15'-7"
5"
6'
5'-2" 10'-5"
10'-
6" BEDROOM
13'-4"
5'-9
"
27'-8
" 12'-
1"
6"6"
6"
SHEET TITLE:-
E 1. This drawing is a copyright of the Architect, it is not to be produced, copied, handed
over to third party or used for any other purpose other than for which it is intended.
MR. RAJESH KUMAR , MOTIHARI
DESIGN TECH
2. All dimensions shall be verified on site prior to start of work. PROFESSOR'S COLONY, BELBANWA
N DATE 10.05.2025 CKD. BY Er.NADIM ALAM,
S 3. The Contractor must check all dimensions, details & be responsible for the same.
Any discrepancy shall be brought to the notice of the Architect. REV. R1
NEAR GANDHI- COMPLEX
MOTIHARI, EAST CHAMPARAN, BIHAR, 845401,
DGN. BY Er.NADIM ALAM,
4. This drawing is to be read & not scaled. CT: 7739913752,6204203526,
W 5. This drawing should be read in conjunction with relevant working & detailed drawings. SCALE NTS DRN. BY Er.NADIM ALAM,
Mail: nadimalam78692@gmail.com
4'-0"
6" 6" 2'-0" 6" 6"
6" 6"
4'-0"
6'-0"
B
6" 6"
COLUMN 1&2, FOOTING 1
8mm Ø HYSD STIRRUPS @ 6" c/c
10"x15" COLUMN
4nos. 16mm Ø HYSD
2nos. 12mm Ø HYSD
EXTRA TOP BAR AT SUPPORT 4'-0"
2Nos.12mm Ø HYSD
10"x12" GRADE BEAM (M-20)
8mm Ø HYSD STIRRUPS @ 6" c/c
10"x15" COLUMN
6'-0"
4nos. 16mm Ø HYSD 10"x15" COLUMN
6" 6"
2nos. 12mm Ø HYSD 4nos. 16mm Ø HYSD
2nos. 12mm Ø HYSD
CONCRETE RATIO 1:1.5:3 8mm Ø HYSD STIRRUPS @ 6" C/C
(GRADE M20)
6" 3" 1'-0"
11Nos. 12mm Ø HYSD MESH
11 Nos. 12mm Ø HYSD MESH
3" THICK BRICK SOLING
13Nos. 12mm Ø HYSD MESH
6" THICK LOCAL SAND FILLING
4'-0" 2" THICK CONCRETE COVER
SECTION AT X
FOOTING MESH DETAIL
4'-0"
4'-0"
6" 6" 2'-0" 6" 6"
6" 6"
4'-0"
10"x10" COLUMN
4nos. 12mm Ø HYSD
8mm Ø HYSD STIRRUPS @ 6" C/C
4'-0"
2'-0"
11Nos. 12mm Ø HYSD MESH
2" THICK CONCRETE COVER X
6" 6"
FOOTING MESH DETAIL
8mm Ø HYSD STIRRUPS @ 6" c/c
10"x10" COLUMN STEP FOOTING PLAN
4nos. 12mm Ø HYSD
EXTRA TOP BAR AT SUPPORT
2Nos.12mm Ø HYSD
10"x12" GRADE BEAM (M-20)
8mm Ø HYSD STIRRUPS @ 6" c/c
10"x10" COLUMN
4nos. 12mm Ø HYSD
6" 6"
CONCRETE RATIO 1:1.5:3
(GRADE M20)
6" 3" 1'-0"
11 Nos. 12mm Ø HYSD MESH
3" THICK BRICK SOLING
6" THICK LOCAL SAND FILLING
4'-0"
SECTION AT X
2'-6"
2'-6"
10"x10" COLUMN
4nos. 16mm Ø HYSD
8mm Ø HYSD STIRRUPS @ 6" C/C
7Nos. 12mm Ø HYSD MESH
2" THICK CONCRETE COVER
FOOTING PLAN
FOOTING MESH DETAIL
8mm Ø HYSD STIRRUPS @ 6" c/c
10"x10" COLUMN
4nos. 10mm Ø HYSD
EXTRA TOP BAR AT SUPPORT
2Nos.12mm Ø HYSD
10"x12" GRADE BEAM (M-20)
8mm Ø HYSD STIRRUPS @ 6" c/c
10"x10" COLUMN
4nos. 10mm Ø HYSD
CONCRETE RATIO 1:1.5:3
(GRADE M20)
5 Nos. 12mm Ø HYSD MESH
6" 3" 6"
3" THICK BRICK SOLING
6" THICK LOCAL SAND FILLING
2'-6"
SECTION AT X
6'-8" 7'-8"
3'
10"
10"
3"
9'
3'-6"
5' 3'-6" 6"
5"
5"
6"
13'-8"
5'-9"
10" 6'-0" 10"
1'-10"
10"
10"
BEAM SIZE
2#12 10"x12" 2#12
Extra 3# 12 THK. Extra
12"
10"
3#12
#8@ #8@ #8@
100 150 100
DETAIL OF GRADE BEAM
4 NOS 10 MM Ø TMT BAR (2 TOP + 2 BOTTOM)
6"
DETAIL OF LINTEL BEAM
EARTH QUAKE SAFETY MEASURES
PROVIDE-
1- R.C.C. BAND AT GL. , PL. LL. AND RL.
2- L OR T BEAM AT ROOF LVL.
3- COLUMN / STIFFNER AT JUNCTION
4- MINIMUM 4 -12Ø BAR IN COLUMN OR STIFFNER
5- EXPENSION JOINT AT EVERY 45 M.
6- U OR L HOOK IN REINFORCEMENT
7-TIE BEAM FOR INCLIND STRUCTURE
8- OTHER SAFETY MEASURES AS / I.S. 1456
SPECIFICATION
1. Foundation 1:1.5:3 Isolated Footing Foundation.
2. Plinth And First Class B/W In CM 1:6 Superstructure
2"Thick C.C 1:2:4 D.P.C With D.P.C Powder.
3. Flooring : 1" Mosaic Flooring Over 6"D.R.K.
4. Lintel : 6" R.C.C Lintel And Band Over All Wall.
5. Roofing : 5" R.C.C Slab And Beam 1:1.5:3 Roof Slab.
6. Wood Work : SaL Wood Chaukhat 4"X 3" Size And 1.25"
Thick Shutters Doors And Windows.
7. Finishing : Two Coats OBD Over1/4"Cement
Plaster 1:4 In Celing And 1/2" Cement Plaster
1:6 Both Sides Of Walls.
8. Sanitation: i). Power Driven Tube Well
ii). Provision Of Septic Tank With Soak Pit As Per Detaile
Drawing & 6" X6" Pucca Drain All Side Of Walls.
9. Earth Quake Resistant R.C.C Framed Structure.
