View
3
Download
0
Category
Preview:
Citation preview
PMAY-G HOUSE MODEL NO.2
22
ABSTRACT
Proposed Construction of PMAY-G Rural House Model No.2
Sl.No. GENERAL SPECIFICATIONS:-
DESCRIPTION
1. Safe Bearing Capacity The Safe Bearing Capacity considered is 150 KN/sq.m,
2. Foundation Isolated / Combined RCC isolated footings.
3. Superstructure RCC Frame Structure with Roof Truss as per design.
4. Walls 12.5 cm thick 1st Class Brick / Mud Blocks / Hollow Block / Stone Block/ AAC Blocks etc.
5. Doors Full panelled 2nd Class local wooden doors.
6. Windows / Ventilators 2nd Class Timber frame with glass panes / Steel Frames Windows / Ventilators with MS Grills & glass panes.
7. Floor/ Room Height 255cms (2.55 metres) plus an additional height of 700mm (0.7 metres) for Roofing.
8. Flooring 25mm thick C.C. flooring.
9. Roof Truss & Roof Cover Tubular 2nd Class/treated Timber Frame Truss as per design with CGI sheet used as roof cover fastened with J-bolts.
10. Exterior/Interior Finishing Exterior/Interior finishings with acrylic washable distemper of approved shade for columns, brick walls, lintels etc. Doors & windows painted with synthetic enamel paint of approved shade.
PMAY-G House Model
Area (in sq.m)
Amount (in Rs) [As per Local Market Rate]
Amount (in Rs) [As per PWD-Buildings SOR]
Model No.2
31.53
Rs.1,87,830.00 Rs.2,62,550.00
Prepared by : ASSISTANT ENGINEER (PMAY-G) DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
Sl.No. Items /Materials Nos. Quantity Unit Rate Amount
1 Stone Soling (100mm thick) - 4.38 cum ₹ 2,390.00 ₹ 10,468.20
2 PCC 1:3:6 (50mm thick) - 2.19 cum
(i) Cement 6.31 bags ₹ 420.00 ₹ 2,650.20
(ii) Coarse sand 0.657 cum ₹ 1,200.00 ₹ 788.40
(iii) Stone Aggregates 1.31 cum ₹ 1,300.00 ₹ 1,703.00
3 RCC works 1:2:4 (substructure) - 2.86 cum
(i) Cement 11.76 bags ₹ 420.00 ₹ 4,939.20
(ii) Coarse sand 0.81 cum ₹ 1,200.00 ₹ 972.00
(iii) Stone Aggregates 1.63 cum ₹ 1,300.00 ₹ 2,119.00
4 RCC works 1:2:4 (superstructure) - 3.45 cum
(i) Cement 14.19 bags ₹ 420.00 ₹ 5,959.80
(ii) Coarse sand 0.98 cum ₹ 1,200.00 ₹ 1,176.00
(iii) Stone Aggregates 1.97 cum ₹ 1,300.00 ₹ 2,561.00
5 Reinforcement bars (Rods)
(i) #10mm dia - 1.42 quintal ₹ 5,500.00 ₹ 7,810.00
(ii) #6mm dia - 1.14 quintal ₹ 5,500.00 ₹ 6,270.00
6 Formwork/Planks (25mm) - - L/s ₹ 4,000.00 ₹ 4,000.00
7 Stone Masonry (1:6) Boulders - 2.23 cum ₹ 2,390.00 ₹ 5,329.70
(i) Cement 2.75 bags ₹ 420.00 ₹ 1,155.00
(ii) Coarse sand 1.47 cum ₹ 1,200.00 ₹ 1,764.00
8 Brickwork (1:6) - 63.83 sqm
(i) Bricks 2872 nos. ₹ 9.00 ₹ 25,848.00
(ii) Cement 7.00 bags ₹ 420.00 ₹ 2,940.00
(iii) Coarse sand 1.47 cum ₹ 1,200.00 ₹ 1,764.00
9 25mm Topping for Flooring (1:2:4) - 0.862 cum
(i) Cement 3.54 bags ₹ 420.00 ₹ 1,486.80
(ii) Coarse sand 0.246 cum ₹ 1,200.00 ₹ 295.20
(iii) Stone Aggregates 0.492 cum ₹ 1,300.00 ₹ 639.60
PMAY-G RURAL HOUSE MODEL NO.2
(Tentative Cost-Estimate as per Local Market Rate)
10 10mm Thick Plaster (1:6) - 1.353 cum
(i) Cement 5.56 bags ₹ 420.00 ₹ 2,335.20
(ii) Hill sand 1.16 cum ₹ 800.00 ₹ 928.00
11 Distempering/Painting 1 8 litres ₹ 160.00 ₹ 1,280.00
12Woodwork in doors/windows
(chowkhat)1 0.15 cum ₹ 15,000.00 ₹ 2,250.00
13 Doors & window panels
(i) Door & Window Panels - - L/s ₹ 10,000.00 ₹ 10,000.00
14 Woodworks in Roofings - 0.51 cum ₹ 15,000.00 ₹ 7,650.00
15 CGI Sheet Roof
(i) Roofs - 45.70 sqm ₹ 328.00 ₹ 14,989.60
(ii) Ridging - 16.24 Rm ₹ 170.00 ₹ 2,760.80
16 Miscellaneous items - - L/s ₹ 5,000.00 ₹ 5,000.00
₹ 1,39,832.70
17 Labour Cost
(i) Unskilled 1 30 Mandays ₹ 300.00 ₹ 9,000.00
(ii) Semi-Skilled 2 30 Mandays ₹ 400.00 ₹ 24,000.00
(iii) Skilled 1 30 Mandays ₹ 500.00 ₹ 15,000.00
₹ 48,000.00
₹ 1,87,832.70
Say = ₹ 1,87,830.00
Notes:
3) Detailed Measurements of the drawings/plans are to be followed as per the dimensions/measurements mentioned in the PWD
SOR detailed estimate.
PREPARED BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENTMEGHALAYA, SHILLONG.
Labour Component (B) Total =
Grand Total (A+B) =
1) The above rates are tentative and subjected to vary from one place to another depending upon the local market rate.
2) Transportation & carriage charges may also differ depending upon the distance and topography of the site.
Material Component (A) Total =
Assuming the work to be completed within 30 working days.
(Rupees One Lakh Eighty Seven Thousand Eight Hundred And Thirty Only)
Sl.No /
Item.noDescription of items L B H Quantity Area Content
1/1.1
a) In ordinary soil
Footing 8 1 1 0.65 0.65 0.65 2.20
1 1 1 0.50 0.50 0.50 0.13
Plinth wall (X-axis) 3 1 1 2.40 0.30 0.30 0.65
2 1 1 2.60 0.30 0.30 0.47
Y-axis 3 1 1 2.40 0.30 0.30 0.65
2 1 1 2.10 0.30 0.30 0.38
Total = 4.48
@ Rs. 179.00 Per Cum Rs. 801.92
2/4.1
(c)
Footing 8 1 1 0.60 0.60 - 2.88
1 1 1 0.50 0.50 - 0.25
Plinth wall (X-axis) 3 1 1 2.40 0.30 - 2.16
2 1 1 2.60 0.30 - 1.56
Y-axis 3 1 1 2.40 0.30 - 2.16
2 1 1 2.10 0.30 - 1.26
Flooring 1 1 1 6.37 3.17 - 20.19
1 1 1 3.17 2.70 - 8.56
Verandah 1 1 1 3.22 1.50 - 4.83
Total = 43.85
@ Rs. 378.00 Per Sqm Rs. 16,575.30
3/2.2
(b)
Footing 8 1 1 0.60 0.60 - 2.88
1 1 1 0.50 0.50 - 0.25
Plinth wall (X-axis) 3 1 1 2.40 0.30 - 2.16
2 1 1 2.60 0.30 - 1.56
Y-axis 3 1 1 2.40 0.30 - 2.16
2 1 1 2.10 0.30 - 1.26
Flooring 1 1 1 6.37 3.17 - 20.19
1 1 1 3.17 2.70 - 8.56
Verandah 1 1 1 3.22 1.50 - 4.83
Total = 43.85
@ Rs. 354.00 Per Sqm Rs. 15,523.57
50 mm thick In prop 1:3:6
Plain cement concrete floor base in prop 1:3:6 laid in alternate bays as specified with coarse
aggregates of size 13mm to 32mm including dewatering if necessary,and curing etc
complete.
Detailed Estimate for Construction of PMAY-G Rural House Model No.2
Rate as per Govt. of Meghalaya P.W.D (Building Works) Schedule of Rates 2015-16 (Khasi Hills Region Rate)
No
Earthwork in excavation in foundation trenches including dressing of sides and ramming of
bottom including stacking of serviceable stones and removal of excavated earth which lead
upto 50m complete............
Providing brick soling in foundation and under floor with stone/best quality picked jhama
brick,sand packed and laid to level and in panel after preparing the subgrade as directed
including all labour and materials and if necessary dewatering,complete..
Stone soling of thickness 100mm
Page 1
Sl.No /
Item.noDescription of items L B H Quantity Area ContentNo
4/2.5
4/2.5.1
(a)
Footing 8 1 1 0.60 0.60 0.30 0.86
8 1 1 0.20 0.58
1 1 1 0.50 0.50 0.30 0.08
1 1 1 0.20 0.06
Column from top of
footing upto PL8 1 1 0.18 0.18 0.90 0.22
1 1 1 0.13 0.13 0.80 0.01
Plinth Beam 3 1 1 3.00 0.18 0.20 0.32
2 1 1 3.20 0.18 0.20 0.22
3 1 1 3.00 0.18 0.20 0.32
2 1 1 2.70 0.18 0.20 0.19
Total = 2.86
@ Rs. 7,514.00 Per Cum Rs. 21,467.50
5/2.5.3
(a) M15 or prop 1:2:4Column from top of PL upto
top of 1st floor lvl8 1 1 0.18 0.18 2.55 0.62
1 1 1 0.13 0.13 2.20 0.03
Sill & Lintel 3 1 1 2.82 0.15 0.10 0.85
2 1 1 3.00 0.15 0.10 0.60
3 1 1 2.82 0.15 0.10 0.85
2 1 1 2.52 0.15 0.10 0.50
Total = 3.45
@ Rs. 7,692.00 Per Cum Rs. 26,537.40
6/2.8
(b)
Footing jalli (#6mm) 8 4 2 0.60 - 0.22 8.45Column from footing upto PL
(#10mm)8 4 1 0.90 - 0.61 17.57
Stirrups (#6mm) 8 7 1 0.64 - 0.22 7.88
Verandah Col (#6mm) 1 4 1 0.80 - 0.22 0.70
Stirrups (#6mm) 1 6 1 0.24 - 0.22 0.32
Providing and laying concrete in reinforced cement concrete works using concrete mixture
machine with coarse sand & 20mm down graded stone aggregate including dewatering if
necessary,and curing complete but excluding formwork and reinforcement for reinforced
cement concrete work(form work and reinforcement will be measured and paid seperately)
in foundation and sub-structure including footing,columns with base,tie and plinth beam,pile
cap,raft slab,base slab,rcc walls,retaining walls,wallsof septic tank,inspection pit and the likes
and other works not less than 100mm thick up to plinth level.(witout using
admixture,plasticiser)
M15 or Prop. 1:2:4 (for non-structural works)
in columns,pillars,posts,struts,suspended floor,roof,landing,shelf and
support,balcony,lintel,sill band,beam,girder,bressumer,cantiliver,staircase etc.above plinth
level upto 1st floor level(without using admixture,plasticiser)
Supplying,fitting and fixing in position reinforcement bars upto 1st floor level, conforming to
relevent i.s code for rcc work/R.B walling including straightening, cleaning, cutting and
bending to to proper shapes and length as per details,supplying and binding with 20G
annealed black wire and placing in position with proper blocks, supports,chairs,spacers
etc.complete.(rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc.and no
measurements for the same is required)Other ISI approved TMT reinforcement bar (of SAI/ BISCON/ XTECH/ THERMAX make or equivalent)
(0.6 x 0.6)+(0.60 x 0.60)
2
(0.5 x 0.5)+(0.60 x 0.60)
2
Page 2
Sl.No /
Item.noDescription of items L B H Quantity Area ContentNo
Plinth beam (#10mm) 3 4 1 3.00 - 0.61 21.96
Stirrups (#6mm) 3 20 1 0.86 - 0.22 11.35
(#10mm) 2 4 1 3.20 - 0.61 15.62
Stirrups (#6mm) 2 21 1 0.86 - 0.22 7.95
(#10mm) 3 4 1 3.00 - 0.61 21.96
Stirrups (#6mm) 3 20 1 0.86 - 0.22 11.35
(#10mm) 2 4 1 2.70 - 0.61 13.18
Stirrups (#6mm) 2 18 1 0.86 - 0.22 6.81
Column from top of PL upto
top of 1st floor (#10mm)8 4 1 2.55 - 0.61 49.78
Stirrups (#6mm) 8 20 1 0.64 - 0.22 22.53
Verandah Column (#6mm) 1 4 1 2.20 - 0.22 1.94
Stirrups (#6mm) 1 18 1 0.24 - 0.22 0.95
Lintel (#6mm) 3 4 1 2.82 - 0.22 7.44
Stirrups (#6mm) 3 19 1 0.24 - 0.22 3.01
Lintel (#6mm) 2 4 1 3.00 - 0.22 5.28
Stirrups (#6mm) 2 20 1 0.24 - 0.22 2.11
Lintel (#6mm) 3 4 1 2.82 - 0.22 7.44
Stirrups (#6mm) 3 19 1 0.24 - 0.22 3.01
Lintel (#6mm) 2 4 1 2.52 - 0.22 4.44
Stirrups (#6mm) 2 17 1 0.24 - 0.22 1.80
Total = 254.83
Say = 2.55
@ Rs. 8,438.00 Per Qtl Rs. 21,502.56
7/2.10
2.10 (a)
Footing 8 2 2 0.65 - 0.18 3.64
1 2 2 0.50 - 0.13 0.25
Total = 3.89
@ Rs. 339.00 Per Sqm Rs. 1,318.71
2.10 (b) Plinth Beam 3 2 1 3.00 - 0.20 3.60
2 2 1 3.20 - 0.20 2.56
3 2 1 3.00 - 0.20 3.60
2 2 1 2.70 - 0.20 2.16
Total = 11.92
@ Rs. 421.00 Per Sqm Rs. 5,018.32
2.10 (c)
(ii)
Column from top of
footing upto top of PL8 2 2 0.18 - 0.90 5.04
1 2 2 0.13 - 0.80 0.40Column from top of PL upto
top of 1st floor 8 2 2 0.18 - 2.55 14.28
1 2 2 0.13 - 2.20 1.10
Total = 20.82
@ Rs. 568.00 Per Sqm Rs. 11,825.76
Providing formwork of ordinary timber planking of thickness not less than 25mm and
removal of the same for concrete members so as to give a rough finish including
centering,shuttering,strutting and propping etc..for height of propping and centering of
supporting floor to the soffit of the concrete member not exceeding 4.0m as specified for
the following items:
Foundation,footings,bases of columns,pile cap,raft and mass concrete works etc.
Page 3
Sl.No /
Item.noDescription of items L B H Quantity Area ContentNo
8/4.11.
(a)
(ii)
Plinth wall (X-axis) 3 1 1 2.40 0.30 0.25 0.54
2 1 1 2.60 0.30 0.25 0.39
1 1 1 3.20 0.30 0.25 0.24
Y-axis 3 1 1 2.40 0.30 0.25 0.54
2 1 1 2.10 0.30 0.25 0.32
1 1 1 1.50 0.30 0.25 0.11
Stairs 1 1 1 2.00 0.30 0.15 0.09
Total = 2.23
@ Rs. 4,189.00 Per cum Rs. 9,341.47
9/4.6
(a)
(iv)
Wall 3 1 1 2.82 - 2.55 21.57
2 1 1 3.00 - 2.55 15.30
3 1 1 2.82 - 2.55 21.57
2 1 1 2.52 - 2.55 12.85
2 1 1 3.00 - 0.30 1.80
D1 1 1 1 0.90 - 2.00 -1.80
D2 2 1 1 0.80 - 2.00 -3.20
W1 5 1 1 0.80 - 1.00 -4.00
V1 2 1 1 0.45 - 0.30 -0.27
Total = 63.83
@ Rs. 825.00 Per sqm Rs. 52,658.10
10/3.2
Flooring 1 1 1 6.37 3.17 - 20.19
1 1 1 3.17 2.70 - 8.56
Verandah 1 1 1 3.22 1.50 - 4.83
Stairs 1 1 1 2.00 0.15 - 0.30
1 1 1 2.00 0.30 - 0.60
Total = 34.48
@ Rs. 322.00 Per Sqm Rs. 11,102.56
11/5.1
(d)
Walls (both sides) 2 1 1 63.83 _ - 127.66
Columns 8 2 0.2 2.55 _ - 7.14
1 2 0.1 2.20 _ - 0.55
Total = 135.35
@ Rs. 171.00 Per Sqm Rs. 23,144.85
Providing Brick wall in cement mortar 1:6 etc…..
Half Brick (~112 mm) thick 1st class brick nogged wall
In proportion 1:6 (1 cement : 6 sand)
Deduct door & windows
25mm thick cement concrete topping 1:2:4 (1 cement: 2 coarse sand: 4 coarse aggregate of
12 mm nominal size) etc…
10mm thick cement plaster etc…
In cement mortar 1:6
In Super-structure above Plinth Level
Stone masonry work in retaining wall,wing wall,abutment,foundation,steps,plinth etc….
Random Rubble Masonry
Page 4
Sl.No /
Item.noDescription of items L B H Quantity Area ContentNo
12/15.23
- 135.35
Total = 135.35
@ Rs. 80.00 Per Sqm Rs. 10,828.00
13/8.2
(d)
D1 1 1 1 4.90 0.10 0.05 0.02
D2 2 1 1 4.80 0.10 0.05 0.05
W1 5 1 1 3.60 0.08 0.05 0.07
V1 2 1 1 1.50 0.08 0.05 0.01
Total = 0.15
@ Rs. 56,175.00 Per cum Rs. 8,426.25
14/8.18
(d)
(iii) 30mm thick
D1 1 1 1 0.90 2.00 - 1.80
D2 2 1 1 0.80 2.00 - 3.20
W1 5 1 1 0.80 1.00 - 4.00
V1 2 1 1 0.45 0.30 - 0.27
Total = 9.27
@ Rs. 2,981.00 Per Sqm Rs. 27,633.87
15/15.63
(a)
(ii)
D1 1 1 2 0.90 - 2.00 3.60
D2 2 1 2 0.80 - 2.00 6.40
W1 5 1 2 0.80 - 1.00 8.00
V1 2 1 2 0.45 - 0.30 0.54
Total = 18.54
@ Rs. 145.00 Per Sqm Rs. 2,688.30
16/8.3
(d)
Main Roof Purlins 6 1 1 6.47 0.05 0.05 0.10
6 1 1 3.97 0.05 0.05 0.06
Joists/Battens 3 1 1 3.13 0.05 0.08 0.04
4 1 1 3.13 0.05 0.08 0.05
Rafters 4 2 1 2.00 0.05 0.08 0.06
6 2 1 2.00 0.05 0.08 0.09
2 2 1 2.90 0.05 0.08 0.04
Struts 3 2 1 0.75 0.04 0.04 0.01
4 2 1 0.75 0.04 0.04 0.01
Hangars 3 1 1 0.70 0.05 0.05 0.01
5 1 1 0.70 0.05 0.05 0.01
With White Pinewood
Painting two coats (excluding priming coat) on new wood and wood based ….
Surfaces over 100mm in width or girth.
High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).
Chowkat
Providing undressed woodwork in roof truss, rafter, purlin, tie and the like including hoisting
etc…
With White pinewood/2nd class treated timber
Providing,fitting and fixing full panelled doors/windows etc…
Distempering two coats with oil bound distemper of approved brand…..
Quantity same as Item no. 11/5.1
Providing wood work in frame (chowkats) of doors,windows,clerestory windows etc…
White pine
Page 5
Sl.No /
Item.noDescription of items L B H Quantity Area ContentNo
Purlins (Verandah) 3 1 1 3.52 0.04 0.05 0.02
4 1 1 1.80 0.04 0.05 0.01
Total = 0.51
@ Rs. 42,263.00 Per cum Rs. 21,554.13
17/7.3
(a) 0.45mm Thick
Main Roof 1 1 1 6.47 3.77 - 24.39
1 1 1 3.97 3.77 - 14.97
Verandah 1 1 1 3.52 1.80 - 6.34
Total = 45.70
@ Rs. 817.00 Per Sqm Rs. 37,336.90
18/7.4
(a) 0.45mm Thick
Ridging 1 1 1 6.47 - - 6.47
1 1 1 3.97 - - 3.97
2 1 1 2.90 - - 5.80
Total = 16.24
@ Rs. 336.00 R.m Rs. 5,456.64
Total = Rs. 3,30,742.11
Rs. 2,33,173.19
Rs. 1,63,221.23
Rs. 69,951.96
Rs. 29,379.82
Rs. 2,62,553.01
Say = Rs. 2,62,550.00
MEGHALAYA, SHILLONG.
(E) Grand Total (B+C+D) =
(Rupees Two Lakhs Sixty Two Thousand Five Hundred And Fifty Only)
PREPARED BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT
(D) Adding 18% GST on (B) only =
Providing corrugated galvanised iron sheet etc….
Providing galvd iron ridging etc….
(A) Deduct 15% Contractor's Profit & 14.5% VAT (15% + 14.5% = 29.5%) =
Considering breakup of 70% material components & 30% labour wages on (A)
(B) Therefore, cost of 70% material component of (A) =
(C) and, cost of 30% labour wages component of (A) =
Page 6
DETAILED DRAWINGS
OF
PMAY-G RURAL HOUSE MODEL NO.2
(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
600
700
2550
300
2000
900
700
2550
300
125x125mm Timber orRCC Column
(Verandah Portion)
175x175mm RCC Column
Full Brick / Hollow Block wall125mm Thick
StairsTread - 300mmRiser - 150mm
Ground level
Ground level
Plinth level
300
1000
175x175mm RCC Column
Local Wooden Door
600
1000
1000
700
2550
900
2000
900
700
2550
900
125x125mm Timber orRCC Column
(Verandah Portion)
175x175mm RCC Column
Full Brick / Hollow Block wall125mm Thick
StairsTread - 300mmRiser - 150mm
Ground level
Ground level
300
1000
175x175mm RCC Column
Local Wooden Door
Roof Projection
Roof Projection
interior middle portion filled with excavated / natural soil
Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvl
FRONT ELEVATION
BACK ELEVATION
FRONT ELEVATION
BACK ELEVATION
3200 2800
2800
2800
3200
28001200
1200
2000
3000 3000 2400
3000
1200
2000 2000
6000
300
300
450 450 450
800
800
800800900
800
800
900
900
BEDROOM
BEDROOM
SITTING HALL KITCHEN
SITTINGHALL
KITCHEN
VERANDAH
VERANDAH
VER
AN
DA
H
450 450
800
900 800
800
900
800
800
800
900
1200300
300
2000
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FLOOR PLAN
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
BEDROOMSITTING HALL
KITCHENVERANDAH
3000 3200
3000
2700 3225
1500
800 900
800
800
800
800
450 450
800
800
2000
300
D-1
D-2
W-1
W-1
W-1
W-1
W-1
V-1 V-1
STAIRS
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
CONTENTS :
FRONT & BACK ELEVATIONS
FRONT ELEVATION
BACK ELEVATION
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
OFFICE OF THE DIRECTORATE OFOMMUNITY & RURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FLOOR PLAN
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :
FRONT & BACK ELEVATIONS
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
SILL LEVELW x H
W x H
W x H
SILL LEVEL
SILL LEVEL
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DIRECTORATE OFEVELOPMENT,
MEGHALAYA, SHILLONG.
2100450 x 300
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESS
2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTH
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FLOOR PLAN
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :
FRONT & BACK ELEVATIONS
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OFOMMUNITY & RURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
2100450 x 300
2200
2550
700
2550
700
2550
700
2550
700
2879
2900
3100
2900
2574
2900
4075
22762875
2874
2874
2875
3055
2677
2675
2676
2675
3075
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
FRONT ELEVATION
BACK ELEVATION
VERANDAH
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8HALF BRICK WALL & HALF BAMBOO MAT WALL(APPLICABLE IN LOW WIND AFFECTED REGIONS)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FLOOR PLAN
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS) CONTENTS :
FRONT & BACK ELEVATIONS
ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
VENTILATORS
SILL LEVELW x H
W x H
W x H
SILL LEVEL
SILL LEVEL
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
--
DIRECTORATE OFEVELOPMENT,
MEGHALAYA, SHILLONG.
2100450 x 300
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
3000
3000
1200
1200
900
900
800800
450 450 450
800
2875
2076
2875
2875
2000
SITTING HALLBEDROOM KITCHEN
STAIRSTREAD - 300mmRISER - 150mm
2800 2800 2200
W-1
V-1V-1V-1
W-1
D-1 D-2
W-1
5175
26752675
900
300
GROUND LEVEL
GROUND LEVEL
300
2600
Sill band / Timber Framesfor Bamboo Mat Wall
150 x 150mm RCC Column
PLINTH LEVEL
Half Brick / Stone / Mud Block wall125mm Thick
2600
300
150mm x 150mm RCC Column
PLINTH LEVEL
Sill band / Timber Framesfor Bamboo Mat Wall
STAIRSTREAD - 300mmRISER - 150mm
800
800W-1
V-1V-1
D-1
D-1
W-1
W-1
W-1
W-1
W-1
W-1
V-1V-1V-1
W-1W-1
W-1
D-1
D-2
W-1
W-1
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :
FLOOR PLAN
1000
450
1000
300
800
600 600
800800
600
800
StairsTread-300mmRiser-150mm
StairsTread-300mmRiser-150mm
900 800
800
800
2600
2925
1888
2925
2925
2688
W-1
V-1
W-1
V-1
D-1
W-2
D-2
W-1 W-1
V-2 V-2
125x125mm Timber or RCC Column(Verandah Portion)
SITTING HALL BEDROOM KITCHEN
PASSAGE
Chajja provision for gas stoveat 900 lvl
3750 3750
3000
1000 VERANDAH
1000
7675
300
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
900 x 2000
800 x 2000
100
100
1000800 x 1000
DIRECTORATE OFURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
2250800 x 300
1000600 x 1000
2100600 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS) CONTENTS :
FLOOR PLAN
450
800
600 600
800800
600
800
Wooden Stairs
900 800
800
800
2600
2925
1888
2925
2925
2688
W-1 W-1
D-1
W-2
D-2
W-1 W-1
V-2 V-2
125x125mm Timber or RCC Column(Verandah Portion)
SITTING HALL BEDROOM KITCHEN
PASSAGE
Chajja provision for gas stoveat 900 lvl
3750 3750
3000
1000 VERANDAH
1000
7675
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
SILL LEVELW x H
W x H
W x H
SILL LEVEL
SILL LEVEL
900 x 2000
800 x 2000
100
100
1000800 x 1000
DIRECTORATE OFDEVELOPMENT,
MEGHALAYA, SHILLONG.
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
1000600 x 1000
2100600 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS)
- -
300
300
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
300
300
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame/ GrillVentilator with Glass
Full Brick / Hollow Block wall125mm Thick
125mm x 125mm RCCVerandah Column
Local Wooden Frame/ GrillVentilator with Glass
Full Brick / Hollow Block wall125mm Thick
Full Brick / Hollow Block wall125mm Thick
Local Wooden Door
Local Wooden Door
300
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Verandah portion)
CGI Sheet (Main Roof Cover)
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame/ GrillVentilator with Glass
Wooden Stairs
FRONT ELEVATION
BACK ELEVATION
800
1000
1000
600
300
2100
CGI Sheet (Gable roof)
CGI Sheet (Gable roof)
800
2000
300
2200
CGI Sheet Cover(Verandah Portion)
Local Wooden Door
Local Wooden Windowwith glass / Grill window
2200
Local Wooden Ventilatorwith glass / Pre-cast Ventilator
Sill level
StairsTread - 300mmRiser - 150mm
Ground level
Ground levelPlinth level Plinth level
150
1000
FRONT ELEVATION
BACK ELEVATION
800
1000
1000
600
300
2100
CGI Sheet (Gable roof)
CGI Sheet (Gable roof)
800
2000
900
2200
CGI Sheet Cover(Verandah Portion)
Local Wooden Door
Local Wooden Windowwith glass / Grill window
Local Wooden Ventilatorwith glass / Pre-cast Ventilator
Sill level
Ground level
Ground level
Local Wooden Stairs
Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvlPlinth wall of stone masonry (boulders) and
interior middle portion filled with excavated / natural soil
Plinth wall of stone masonry (boulders) andinterior middle portion filled with excavated / natural soil
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
- 31.53 sq.m (339 sq.ft.)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
TREAD - 300mmRISER - 150mm
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.2 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
SCHEDULED OF COLUMNS
Size - 175mm x 175mm
C-1 to C-8
SCHEDULED OF TIE BEAMS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 175mm x 200mm
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-8
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups6mm∅@150mm c/c throughout
L1/3 L2/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
650 650 650
650
650
650
3000 3200
650 650 65065
0
600
650
650 650
500
650
650
500
3000
2700
3000
1500
3213
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.2 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
SCHEDULED OF COLUMNS
Size - 175mm x 175mm
C-1 to C-8
SCHEDULED OF TIE BEAMS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 175mm x 200mm
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-8
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups6mm∅@150mm c/c throughout
L1/3 L2/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.2 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
SCHEDULED OF COLUMNS
Size - 175mm x 175mm
C-1 to C-8
SCHEDULED OF TIE BEAMS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 175mm x 200mm
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-8
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups6mm∅@150mm c/c throughout
L1/3 L2/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
650650650
650
650
650
28003200
650650650
650
650
650
650650
650
650
2800
3200
2800
1200
CONTENTS :
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
CONTENTS :
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
CONTENTS :
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
650 650 650
650
650
650
3000 3000
650
650
650 650 650
650
650
650
650
650
500 500 650
500
500
650
650
650
2400
3000
1200
500
500
500
500
500
500
28001200
Plinth wall filling - with excavated soil (middle portion) Verandah Column (125mm x 125mm)connected with plinth beam
250mm to 300mm thick stone masonry wall (only sides)for verandah portion
2550
700
2550
700
2550
700
2550
700
2200
2550
700
2200
2550
700
2550
700
2550
700
C-1
TB-1F-1 F-2 F-3
F-4 F-5 F-6
F-9
F-8F-7
TB-1
TB-1 TB-1
TB-1
TB-1
C-2 C-3
C-6C-5
C-4
C-7 C-8
C-9
TB-2 TB-2 TB-2
TB-2TB-2
TB-2
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVELGROUND LEVEL
GROUND LEVEL
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
650
650
Size - 650mm x 650mm
650
650
Size - 650mm x 650mm
650
Size - 650mm x 650mm
C-1
TB-1F-1
TB-2
C-2
F-2
C-3
F-3
C-4
F-4TB-1
TB-2
TB-1
TB-2TB-2
TB-1 TB-1 TB-1
C-5C-6 C-7
C-8
C-9C-10C-11C-12
F-5 F-6 F-7 F-8
F-9F-10F-11F-12
TB-2 TB-2 TB-2TB-2
Plinth wall filling - with excavated soil (middle portion)
250mm to 300mm thick stone masonry wall (only sides)for verandah portion
250mm to 300mm thick stone masonry wall (only sides)for verandah portion
Plinth wall filling - with excavated soil (middle portion)
C-1
TB-1F-1
TB-2
TB-1
TB-2
TB-1
TB-2
TB-1
TB-2
TB-2
F-2 F-3
F-5 F-6
F-8 F-7F-9
F-10F-11
C-2 C-3
C-6C-5
C-4
C-8 C-7C-9
C-10
C-11
TB-1
F-4
Verandah Column (125mm x 125mm)
Verandah Column (125mm x 125mm)
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
1
1
1
1
1
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.2 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
SCHEDULED OF COLUMNS
Size - 150mm x 150mm
C-1 to C-12
SCHEDULED OF TIE BEAMS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 150mm x 175mm
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-9
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups6mm∅@150mm c/c throughout
L1/3 L2/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
CONTENTS :
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
650 650 650
650
650
650
650
650
650 650 650
650
650
650
650
650
500 500
500
500
500
500
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
650
650
Size - 650mm x 650mm
Plinth wall filling - with excavated soil(middle portion)
Verandah Column (125mm x 125mm)connected with plinth beam
250mm to 300mm thick stone masonry wall (only sides)for verandah portion
C-1
TB-1F-1
TB-2
C-2
F-2
C-3
F-3
C-4
F-4TB-1
TB-2
TB-1
TB-2TB-2
TB-1
C-5C-6 C-7
C-8
C-9C-10C-11
F-5 F-6 F-7 F-8
F-11
TB-2
PLINTH AREA:
CARPET AREA - 25.2 sq.mVERANDAH - 10.28 sq.m
TOTAL - 35.48 sq.m (381 sq.ft.)
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
2400150mm x 150mm RCC Column
Local Wooden Frame Windowwith Glass / Grill window
Bamboo Mat Wall
300
PLINTH LEVEL
Half Brick / Stone / Mud Block wall125mm Thick
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
125mm x 125mm RCCVerandah Column
CGI Sheet (Verandah portion)
Local Timber purlin members
2200
GROUND LEVEL
Local Wooden Frame Windowwith Glass / Grill window
Bamboo Mat Wall
CGI Sheet Roof Cover
125mm x 125mm RCCVerandah Column
Bamboo Mat Wall
Half Brick / Stone / Mud Block wall125mm Thick
CGI Sheet Roof Cover
Local Wooden Frame/Grill ventilatorwith Glass
2800 2800 2200
3000
1200
TB-1 TB-1
TB-2 TB-2TB-2
F-9F-10
STAIRSTREAD - 300mmRISER - 150mm
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
SILL LEVELW x H
W x H
W x H
SILL LEVEL
SILL LEVEL
900 x 2000
800 x 2000
100
100
1000800 x 1000
DIRECTORATE OFEVELOPMENT,
MEGHALAYA, SHILLONG.
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.2
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups6mm∅@150mm c/c throughout
L1/3 L2/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
CONTENTS :
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,
2250800 x 300
1000600 x 1000
2100600 x 300
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.6
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
100
100
1000800 x 1000
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
2250800 x 300
1000600 x 1000
2100600 x 300
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
650
650
F-1
650
650
F-2
650
650
F-3
650
650
F-6
650
650
F-5
650
650
F-4
3750 3750
3000
TB-1 TB-2
TB-6 TB-7
TB-3 TB-4 TB-5
C-1C-2 C-3
C-5C-6C-4
Plinth wall filling - with excavated soil (middle portion) with
450mm to 600mm thick stone masonry wall
throughout including verandah portion
7500
1000
1000
1000
1000TB-10TB-9TB-8
Verandah Column (125mm x 125mm)connected with plinth beam
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
SILL LEVELW x H
W x H
W x H
SILL LEVEL
SILL LEVEL
900 x 2000
800 x 2000
100
100
1000800 x 1000
DIRECTORATE OFEVELOPMENT,
MEGHALAYA, SHILLONG.
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS)
DRAWING NO.2
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups6mm∅@150mm c/c throughout
L1/3 L2/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
CONTENTS :
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,
1000600 x 1000
2100600 x 300
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.6
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
100
100
1000800 x 1000
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
1000600 x 1000
2100600 x 300
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
- -
- -
300
300
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
300
300
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
2200 RCC Verandah Column
175mm x 175mm RCC Column
Local Wooden Frame Windowwith Glass / Grill window
300
300
300
300
CGI Sheet (Main Roof Cover)
CGI Sheet (Verandah Portion)
CGI Sheet(Verandah Portion)
CGI Sheet (Verandah portion)
CGI Sheet (Verandah portion)
125mm x 125mm RCC Column(Verandah Portion)
125mm x 125mm RCCVerandah Column
Local Wooden Door
3750 3750
3000
1000
650
650
Plinth wall filling - with excavated soil (middle portion) with
250mm to 300mm thick stone masonry wall (only sides) for verandah portion
Verandah Column (125mm x 125mm)connected with plinth beam
TB-1
TB-2 TB-2 TB-2
TB-1
TB-1 TB-1
F-1
C-1
F-2 F-3
F-6F-5F-4
F-7 F-8 F-9
C-2 C-3
C-6C-5
C-4
C-7 C-8 C-9
650
650
650
650
650
650
650
650
650
500
500
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8HALF BRICK WALL & HALF BAMBOO MAT WALL(APPLICABLE IN LESS CYCLONE REGIONS)
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8HALF BRICK WALL & HALF BAMBOO MAT WALL(APPLICABLE IN LESS CYCLONE REGIONS)
LEFT ELEVATION
RIGHT ELEVATION
StairsTread - 300mmRiser - 150mm
Ground level
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Verandah)800
300
1000
1000
300
2550
2200
800
300
1000
1000
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Gable roof)
CGI Sheet (Gable roof)
Sill level
Sill levelStairsTread - 300mmRiser - 150mm
Ground level
Ground level Ground levelPlinth level
Plinth level
175x175mm RCC Column
175x175mm RCC Column
2550
2200
Side Board covered with Plane CGI Sheet (Optional)
Side Board covered withPlane CGI Sheet (Optional)
LEFT ELEVATION
RIGHT ELEVATION
StairsTread - 300mmRiser - 150mm
Ground level
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Verandah)
1000
1000
900
2550
2200
1000
1000
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Gable roof)
CGI Sheet (Gable roof)
Sill level
Sill level
Ground level
Ground level
175x175mm RCC Column
175x175mm RCC Column
2550
2200
Side Board covered with Plane CGI Sheet (Optional)
Side Board covered withPlane CGI Sheet (Optional)
Roof Projection
Roof Projection
900
H.F.L Ideal condtion at 900mm lvl
Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvl
Plinth wall / Plinth level
Plinth wall of stone masonry (boulders) andinterior middle portion filled with excavated / natural soil
Plinth wall of stone masonry (boulders) andinterior middle portion filled with excavated / natural soil
300
300
300
300
Roof Projection
Roof Projection
700
700
700
700
Wooden Stairs
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
2550
700
2550
700
2550
700
2550
700
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
300
300
100
75
Stone solingP.C.C (1:3:6)
4-10mmØStrps 6mm∅@12cm c/c throughout
DETAIL OF PLINTH WALL
TIE BEAM
PLINTH WALL
4-6mmØ
SECTION OF ALL LINTELS
4-6mm∅
75
300400
6mm∅stirrups
150
100
6mm∅bar
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.3 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
300
300
100
75
Stone solingP.C.C (1:3:6)
4-10mmØStrps 6mm∅@12cm c/c throughout
DETAIL OF PLINTH WALL
TIE BEAM
PLINTH WALL
4-6mmØ
SECTION OF ALL LINTELS
4-6mm∅
75
300400
6mm∅stirrups
150
100
6mm∅bar
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.1 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
300
300
100
75
Stone solingP.C.C (1:3:6)
4-10mmØStrps 6mm∅@12cm c/c throughout
DETAIL OF PLINTH WALL
TIE BEAM
PLINTH WALL
4-6mmØ
SECTION OF ALL LINTELS
4-6mm∅
300400
6mm∅stirrups
150
100
6mm∅bar
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.3 DESIGNED BY
OFFICE OF THE COMMUNITY MEGHALAYA, SHILLONG.
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
GROUND LEVEL
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
FOOTING NO. A x B D X Y(mm x mm) (mm) (mm) (mm)
F-1 upto F-8 175 x 175 300 650 650
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
F-11 upto F-12 125 x 125 300 500 500 -
FOOTING NO. A x B D X Y(mm x mm) (mm) (mm) (mm)
F-1 upto F-8 175 x 175 300 650 650
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
F-9 upto F-11 125 x 125 300 500 500 -
FOOTING NO. A x B D X Y(mm x mm) (mm) (mm) (mm)
F-1 upto F-8 175 x 175 300 650 650
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
F-9 125 x 125 300 500 500 -
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
FOOTING NO. A x B D X Y(mm x mm) (mm) (mm) (mm)
F-1 upto F-8 150 x 150 300 650 650
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
300
300
100
75
Stone solingP.C.C (1:3:6)
4-10mmØStrps 6mm∅@12cm c/c throughout
DETAIL OF PLINTH WALL
TIE BEAM
PLINTH WALL
4-6mmØ
SECTION OF ALL LINTELS
4-6mm∅
75
300400
6mm∅stirrups
150
100
6mm∅bar
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
DRAWING NO.3 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
F-9 upto F-11 125 x 125 300 500 500 -
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
125mm x 125mm RCCVerandah Column
CGI Sheet (Verandah portion)
Local Timber purlin members
GROUND LEVEL
150mm x 150mm RCC Column
Local Wooden Frame Windowwith Glass / Grill window
Bamboo Mat Wall
PLINTH LEVEL
Half Brick / Stone / Mud Block wall125mm Thick
GROUND LEVEL
TREAD - 300mmRISER - 150mm
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
TIE BEAM
PLINTH WALL
6mm∅stirrups
150
100
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.3
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
FOOTING NO.
F-1 upto F-
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
F-7 upto F-
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.7TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
LEFT & RIGHT ELEVATIONS
900 x 2000
800 x 2000
100
100
1000800 x 1000
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
2250800 x 300
1000600 x 1000
2100600 x 300
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
TIE BEAM
PLINTH WALL
6mm∅stirrups
150
100
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS)
DRAWING NO.3
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
FOOTING NO.
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.7TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
LEFT & RIGHT ELEVATIONS
900 x 2000
800 x 2000
100
100
1000800 x 1000
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
1000600 x 1000
2100600 x 300
800
800
-
PLINTH LEVEL
PLINTH LEVEL
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
300
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
300
2200 125mm x 125mm RCC
Verandah Column
2200 125mm x 125mm RCC
Verandah Column
Local Wooden Door
300
Local Wooden Door
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Verandah Portion)
CGI Sheet(Verandah Portion)
F-1 upto F-
F-7 upto F-
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
CGI SHEET ROOF COVER(VERANDAH PORTION)
CGI SHEET - MAIN ROOF COVER
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
DRAWING NO.8
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
REAR VIEW
RIGHT VIEW
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
DRAWING NO.4PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FLOOR PLAN
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.8
WINDOW
VENTILATOR
DESIGNED BY:
OFFICE OF THE COMMUNITY MEGHALAYA, SHILLONG.
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.5(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.4
CONTENTS :
ROOF PLAN
SCHEDULE OF ALL OPENINGS
All Dimensions
SCHEDULE OF DOORS
SCHEDULE OF
SCHEDULE OF VENTILATORS
DOOR
WINDOW
VENTILATOR
W x H
W x H
W x H
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
800 x 1000
-
-
-
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.8
WINDOW
VENTILATOR
DESIGNED BY:
OFFICE OF THE COMMUNITY MEGHALAYA, SHILLONG.
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.4
CONTENTS :
ROOF PLAN
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
CGI SHEET - MAIN ROOF COVER
CGI S
HEE
T - M
AIN
ROO
F CO
VER
CGI SHEET - MAIN ROOF COVER
CGI SHEET - MAIN ROOF COVER
CGI S
HEE
T - M
AIN
ROO
F CO
VER
CGI SHEET ROOF COVER(VERANDAH PORTION)
At 2200mm level
CGI SHEET ROOF COVER(VERANDAH PORTION)
CGI SHEET ROOF COVER(VERANDAH PORTION)
At 2550 level (at column height)
At 2550 level (at column height)
At +700 level (mid-portion)
At +700mm level (mid-portion)
At +
700m
m le
vel (
mid
-por
tion)
At +700mm level (mid-portion)
At +
700m
m le
vel
(mid
-por
tion)
At 2550 level (at column height)
At 2550mm level (at column height)
At 2550mm level (at column height)
At 2550mm level (at column height)
At 2
550m
m le
vel (
at co
lum
n he
ight
)
At 2
550m
m le
vel (
at co
lum
n he
ight
)
At 2
550m
m le
vel (
at co
lum
n he
ight
)
At 2
550m
m le
vel (
at co
lum
n he
ight
)
At 2200 level
At 2200 level
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
DRAWING NO.8
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
800 x 1000
-
-
-
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
ROOF PLAN
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
At 2400mm level
At 2600mm level
At 2200mm level
CGI SHEET ROOF COVER(VERANDAH PORTION)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.8
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
cm c/c throughout
75
OFFICE OF THE DIRECTORATE OF& RURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
-
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH
CARPET AREAVERANDAH
TOTAL
DRAWING NO.4PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :
FLOOR PLAN
PLINTH AREA
CARPET AREAVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
CGI SHEET ROOF COVER(VERANDAH PORTION)
CGI SHEET - MAIN ROOF COVER
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS)
DRAWING NO.8
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
cm c/c throughout
75
OFFICE OF THE DIRECTORATE OF& RURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
-
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH
CARPET AREAVERANDAH
TOTAL
DRAWING NO.4PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS) CONTENTS :
FLOOR PLAN
PLINTH AREA
CARPET AREAVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
2550
300
2200
StairsTread - 300mmRiser - 150mm
CGI Sheet (Gable roof)
Ground level Ground level
Full Brick / Hollow Block wall125mm Thick
Plinth level
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Verandah)
175mm x 175mm RCC Column
PLINTH BEAM175mm x 200mm
25mm NEAT CEMENT FLOOR FINISH50mm THICK P.C.C
100mm THICK STONE SOLING
Local Timber purlins
Local Timber Roof Truss Members700
2550
900
2200
StairsTread - 300mmRiser - 150mm
CGI Sheet (Gable roof)
Ground level Ground level
Full Brick / Hollow Block wall125mm Thick
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Verandah)
175mm x 175mm RCC Column
PLINTH BEAM175mm x 200mm
25mm NEAT CEMENT FLOOR FINISH50mm THICK P.C.C100mm THICK STONE SOLING
Local Timber purlins
Local Timber Roof Truss Members700
Roof Projection
Roof Projection
H.F.L Ideal condtion at 900mm lvlPlinth wall / Plinth level
Plinth wall of stone masonry(boulders of 450 to 6000mm thick wall)and interior middle portion filledwith excavated / natural soil rammed properly
2800
1200
2000
3000
1200
800
VERANDAH
800
900
300STAIRS
TREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
DRAWING NO.5PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.5PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
PMAY-G RURAL HOUSEMODEL NO.4
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.5PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
SECTION ELEVATION
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
PMAY-G RURAL HOUSEMODEL NO.6
25mm NEAT CEMENT FLOOR FINISH50mm THICK P.C.C
100mm THICK STONE SOLINGSOIL / EXCAVATED EARTH FILLING
2550
700
2550
700
2550
700
25mm NEAT CEMENT FLOOR FINISH50mm THICK P.C.C
100mm THICK STONE SOLINGSOIL / EXCAVATED EARTH FILLING
25mm NEAT CEMENT FLOOR FINISH50mm THICK P.C.C
100mm THICK STONE SOLINGSOIL / EXCAVATED EARTH FILLING
PLINTH BEAM175mm x 200mm
PLINTH BEAM175mm x 200mm
PLINTH BEAM175mm x 200mm
GROUND LEVELGROUND LEVEL
GROUND LEVELGROUND LEVEL
GROUND LEVELGROUND LEVEL
Local Timber truss/purlin members
CGI Sheet (Main Roof Cover)
Local Timber truss/purlin members
CGI Sheet (Main Roof Cover)
Local Timber truss/purlin members
CGI Sheet (Main Roof Cover)
175mm x 175mm RCC Column
Side Board covered withPlane CGI Sheet (Optional)
Height of Roofing
175mm x 175mm RCC Column
Side Board covered withPlane CGI Sheet (Optional)
Height of Roofing
175mm x 175mm RCC Column
Side Board covered withPlane CGI Sheet (Optional)
Height of Roofing
Full Brick / Hollow Block wall125mm Thick
Local Wooden Door
Local Wooden Frame Windowwith Glass / Grill window
Local Wooden Frame Windowwith Glass / Grill window
Local Wooden Frame Windowwith Glass / Grill window
2200
125mm x 125mm RCC Column(Verandah Portion)
2200
2200 125mm x 125mm RCC
Verandah Column
125mm x 125mm RCCVerandah Column
Full Brick / Hollow Block wall125mm Thick
Full Brick / Hollow Block wall125mm Thick
Local Wooden Door
Local Wooden Door
CGI Sheet (Verandah portion)
Local Timber purlin members
CGI Sheet (Verandah portion)
Local Timber purlin members
CGI Sheet (Verandah portion)
Local Timber purlin members
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
1000
1000
800
1000
1000
800
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT
PMAY-G RURAL HOUSE MODEL NO.8HALF BRICK WALL & HALF BAMBOO MAT WALL(APPLICABLE IN LOW WIND AFFECTED REGIONS)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.5PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
PMAY-G RURAL HOUSEMODEL NO.8
PLINTH BEAM150mm x 175mm
25mm NEAT CEMENT FLOOR FINISH50mm THICK P.C.C
100mm THICK STONE SOLINGSOIL / EXCAVATED EARTH FILLING
GROUND LEVELGROUND LEVEL
3000
2875
BEDROOMW-1
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
2400
Local Timber purlin membersCGI Sheet (Main Roof Cover)
150mm x 150mm RCC Column
125mm x 125mm RCCVerandah Column
CGI Sheet (Verandah portion)
Local Timber purlin members
2200
Local Wooden Frame Windowwith Glass / Grill window
Bamboo Mat Wall
300
PLINTH LEVEL
Half Brick / Stone / Mud Block wall125mm Thick
2600
Sill band / Timber Framesfor Bamboo Mat Wall
STAIRSTREAD - 300mmRISER - 150mm
800
D-1
W-1
W-1
PMAY-G RURAL HOUSEMODEL NO.10
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.5PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
SECTION ELEVATION
900 x 2000
800 x 2000
100
100
1000800 x 1000
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
2250800 x 300
1000600 x 1000
2100600 x 300
PMAY-G RURAL HOUSEMODEL NO.12
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.5PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
SECTION ELEVATION
900 x 2000
800 x 2000
100
100
1000800 x 1000
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
1000600 x 1000
2100600 x 300
- -
300
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
300
FRONT ELEVATION
BACK ELEVATION
800
1000
1000
800
1000
1000
600
1000
1000
600
300
2100
600
300
2100
CGI Sheet (Gable roof)
CGI Sheet (Gable roof)
700
2550
300
2000
900 800
2000
700
2550
300
300
2200
125x125mm Timber orRCC Column
(Verandah Portion)
CGI Sheet Cover(Verandah Portion)
Local Wooden Door
Local Wooden Windowwith glass / Grill window175x175mm RCC Column
2200
Local Wooden Ventilatorwith glass / Pre-cast Ventilator
Sill level
Sill level
Sill level
Full Brick / Hollow Block wall125mm Thick
StairsTread - 300mmRiser - 150mm
StairsTread - 300mmRiser - 150mm
Ground levelGround level
Ground level Ground levelPlinth level Plinth level
Plinth level
300
150
1000 150
1000
175x175mm RCC Column
Local Wooden Door
FRONT ELEVATION
BACK ELEVATION
800
1000
1000
800
1000
1000
600
1000
1000
600
300
2100
600
300
2100
CGI Sheet (Gable roof)
CGI Sheet (Gable roof)
700
2550
900
2000
900 800
2000
700
2550
900
900
2200
125x125mm Timber orRCC Column
(Verandah Portion)
CGI Sheet Cover(Verandah Portion)
Local Wooden Door
Local Wooden Windowwith glass / Grill window175x175mm RCC Column
2200
Local Wooden Ventilatorwith glass / Pre-cast Ventilator
Sill level
Sill level
Sill level
Full Brick / Hollow Block wall125mm Thick
StairsTread - 300mmRiser - 150mm
Ground levelGround level
Ground level Ground level
300
1000
175x175mm RCC Column
Local Wooden Door
Roof Projection
Roof Projection
650
650
3000
250mm to 300mm thick stone masonry wall (only sides) for verandah portion
Local Wooden Stairs
Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvlPlinth wall of stone masonry (boulders) and
interior middle portion filled with excavated / natural soil
Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvl Plinth wall of stone masonry (boulders) and
interior middle portion filled with excavated / natural soil
FRONT ELEVATION
BACK ELEVATION
FRONT ELEVATION
BACK ELEVATION
2800
3200
3000 2400
2000
450 450
800
800
800
800
900
BEDROOM
KITCHEN
SITTINGHALL
800
800
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
FRONT ELEVATION
BACK ELEVATION
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
DRAWING NO.1
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FLOOR PLAN
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.2
L1/3L1/3L1
COLUMN
Stirrups6mm∅@150mm c/c throughout
L1/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.2
L1/3L1/3L1
COLUMN
Stirrups6mm∅@150mm c/c throughout
L1/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
650
650
3200
650
650
2800
1200
CONTENTS
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
CONTENTS
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
650 650
650
650
3000 3000
650 650
650
650
500 500
500
500
3000
1200
500
500
500
500
500
500
1200
Plinth wall filling - with excavated soil (middle portion)250mm to 300mm thick stone masonry wall (only sides)
2550
700
2550
700
2200
2550
700
2550
700
2550
700
2550
700
2200
2550
700
2550
700
4075
22762875
2874
2676
3075
GROUND LEVELGROUND LEVEL
GROUND LEVEL GROUND LEVEL
GROUND LEVEL GROUND LEVEL
GROUND LEVEL GROUND LEVEL
GROUND LEVEL GROUND LEVEL
GROUND LEVELGROUND LEVEL
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
C-1
TB-1F-1
TB-2
C-2
F-2
TB-2
TB-1
C-5C-6
C-11C-12
F-5 F-6
F-11F-12
TB-2 TB-2
250mm to 300mm thick stone masonry wall (only sides)for verandah portion
Plinth wall filling - with excavated soil (middle portion)
C-1
TB-1F-1
TB-2
F-9
F-10F-11
C-4
C-9
C-10
C-11
TB-1
F-4
Verandah Column (125mm x 125mm)
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
1
1
1
1
FRONT ELEVATION
BACK ELEVATION
VERANDAH
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT & BACK ELEVATIONS
900 x 2000
800 x 2000
800 x 1000
-
-
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
450 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
DRAWING NO.2
L1/3L1/3L1
COLUMNCOLUMN
Stirrups6mm∅@150mm c/c throughout
L1/3
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
CONTENTS
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
650 650
650
650
650 650
650
650
500
500
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
Plinth wall filling - with excavated soil(middle portion)
250mm to 300mm thick stone masonry wall (only sides)
C-1
TB-1F-1
TB-2
C-2
F-2TB-1
TB-2
C-5C-6
C-11
F-5 F-6
F-11
TB-2
3000
1200
1200
900
800
450
800
2875
2076
2875
SITTING HALL KITCHEN
STAIRSTREAD - 300mmRISER - 150mm
2200
W-1
V-1
D-2
5175
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
GROUND LEVEL GROUND LEVEL
GROUND LEVELGROUND LEVEL
300
2600
Sill band / Timber Framesfor Bamboo Mat Wall
150 x 150mm RCC Column
PLINTH LEVEL
Half Brick / Stone / Mud Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Bamboo Mat Wall
CGI Sheet Roof Cover
125mm x 125mm RCCVerandah Column
2600
300
150mm x 150mm RCC Column
PLINTH LEVEL
Bamboo Mat Wall
Half Brick / Stone / Mud Block wall125mm Thick
CGI Sheet Roof Cover
Local Wooden Frame/Grill ventilatorwith GlassSill band / Timber Frames
for Bamboo Mat Wall
2800 2800
TB-1 TB-1
TB-2
STAIRSTREAD - 300mmRISER - 150mm
W-1
W-1
V-1V-1
W-1
D-2
W-1
W-1
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESS
3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FLOOR PLAN
900 x 2000
800 x 2000
100
100
1000800 x 1000
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
2250800 x 300
1000
450
1000
300
600 600
800800
600
800
Tread-300mmStairs
Tread-300mmRiser-150mm
900 800
800
800
2600
2925
1888
2925
2925
2688
W-1
V-1
D-1
W-2
D-2
W-1 W-1
V-2 V-2
125x125mm Timber or RCC Column(Verandah Portion)
SITTING HALL BEDROOM KITCHEN
PASSAGE
Chajja provision for gas stoveat 900 lvl
3750 3750
1000 VERANDAH
7675
300
1000600 x 1000
2100600 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :
FRONT & BACK ELEVATIONS
DESIGNED BY
650
650
3000
250mm to 300mm thick stone masonry wall (only sides) for verandah portion
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESS
3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FLOOR PLAN
900 x 2000
800 x 2000
100
100
1000800 x 1000
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
1000
450
1000
300
600 600
800800
600
800
Tread-300mmStairs
Tread-300mmRiser-150mm
900 800
800
800
2600
2925
1888
2925
2925
2688
W-1
V-1
D-1
W-2
D-2
W-1 W-1
V-2 V-2
125x125mm Timber or RCC Column(Verandah Portion)
SITTING HALL BEDROOM KITCHEN
PASSAGE
Chajja provision for gas stoveat 900 lvl
3750 3750
1000 VERANDAH
7675
300
1000600 x 1000
2100600 x 300
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.6PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :
FRONT & BACK ELEVATIONS
DESIGNED BY
- -
300
300
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
300
300
300
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame/ GrillVentilator with Glass
Full Brick / Hollow Block wall125mm Thick
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
125mm x 125mm RCCVerandah Column
2200 RCC Verandah Column
Local Wooden Frame/ GrillVentilator with Glass
Full Brick / Hollow Block wall125mm Thick
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Local Wooden Door
300
Local Wooden Door
300
300
300
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet(Verandah Portion)
CGI Sheet (Main Roof Cover)
CGI Sheet (Verandah portion)
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Verandah portion)
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame/ GrillVentilator with Glass
125mm x 125mm RCCVerandah Column
Local Wooden Door
LEFT ELEVATION
RIGHT ELEVATION
StairsTread - 300mmRiser - 150mm
Ground level
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Verandah)800
300
1000
1000
300
2550
2200
800
300
1000
1000
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Gable roof)
CGI Sheet (Gable roof)
Sill level
Sill level
Full Brick / Hollow Block wall125mm Thick
StairsTread - 300mmRiser - 150mm
Ground level
Ground level Ground levelPlinth level
Plinth level
175x175mm RCC Column
175x175mm RCC Column
2550
2200
Side Board covered with Plane CGI Sheet (Optional)
Side Board covered withPlane CGI Sheet (Optional)
LEFT ELEVATION
RIGHT ELEVATION
StairsTread - 300mmRiser - 150mm
Ground level
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Verandah)
1000
1000
900
2550
2200
1000
1000
125x125mm Timber or RCC Column(Verandah Portion)
CGI Sheet (Gable roof)
CGI Sheet (Gable roof)
Sill level
Sill level
Full Brick / Hollow Block wall125mm Thick
Ground level
Ground level Ground level
175x175mm RCC Column
175x175mm RCC Column
2550
2200
Side Board covered with Plane CGI Sheet (Optional)
Side Board covered withPlane CGI Sheet (Optional)
Roof Projection
Roof Projection
650
650
F-2
650
650
F-3
650
650
F-6
650
650
F-5
3750
TB-2
TB-7
TB-4 TB-5
C-2 C-3
C-5C-6
Plinth wall filling - with excavated soil (middle portion) with
250mm to 300mm thick stone masonry wall (only sides) for verandah portion
7500
1000
1000TB-10TB-9
900
H.F.L Ideal condtion at 900mm lvl
Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvl
Plinth wall / Plinth level
Plinth wall of stone masonry (boulders) andinterior middle portion filled with excavated / natural soil
Plinth wall of stone masonry (boulders) andinterior middle portion filled with excavated / natural soil
300
300
300
300
Roof Projection
Roof Projection
Verandah Column (125mm x 125mm)connected with plinth beam
700
700
700
700
Wooden Stairs
LEFT ELEVATION
RIGHT ELEVATION
LEFT ELEVATION
RIGHT ELEVATION
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
DRAWING NO.7PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
LEFT & RIGHT ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
LEFT ELEVATION
RIGHT ELEVATION
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.7PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
LEFT & RIGHT ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
SCHEDULED OF COLUMNS
Size - 175mm x 175mm
C-1 to C-12
SCHEDULED OF TIE BEAMS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 175mm x 200mm
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-9
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.7PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
LEFT & RIGHT ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
SCHEDULED OF COLUMNS
Size - 175mm x 175mm
C-1 to C-11
SCHEDULED OF TIE BEAMS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 175mm x 200mm
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-9
650
650
650
2800
3200
650
650
650
650
650
650
Verandah Column (125mm x 125mm)connected with plinth beam
2550
700
2550
700
2550
700
2550
700
2200
2550
700
2550
700
2550
700
2550
700
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
TIE BEAM
PLINTH WALL
6mm∅stirrups
150
100
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.1
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.3
CONTENTS
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
GROUND LEVEL GROUND LEVEL
GROUND LEVELGROUND LEVEL
GROUND LEVEL GROUND LEVEL
GROUND LEVELGROUND LEVEL
GROUND LEVEL GROUND LEVEL
GROUND LEVELGROUND LEVEL
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
650
650
Size - 650mm x 650mm
650
650
Size - 650mm x 650mm
C-4
F-4
TB-2
C-8
C-9
F-8
F-9
TB-2
-6
-7
AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
- 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
FOOTING NO.
F-1 upto F-8
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
F-11 upto F-12
1
LEFT ELEVATION
RIGHT ELEVATION
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
DRAWING NO.7PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
LEFT & RIGHT ELEVATIONS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
SCHEDULED OF COLUMNS
Size - 150mm x 150mm
C-1 to C-12
SCHEDULED OF TIE BEAMS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 150mm x 175mm
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-9
650
650
500
FOOTING NO.(mm x mm)
F-1 upto F-8 150
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
TYPICAL COLUMN SECTION
±0.00LEVEL
Min 650m
m to suit site and soil conditions
Stone soling
P.C.C (1:3:6)
6mm∅@10cmc/c
10mm∅@15cmc/c
100
D
75
100
100
100
DETAIL OF PLINTH WALL
TIE BEAM
PLINTH WALL
4-6mmØ
SECTION OF ALL LINTELS
6mm∅stirrups
150
100
Lx REINFORCEMENTLy
Lx
Ly REINFORCEMENT
X
X
PLAN OF FOOTINGX
Y
A
B
650
300
PLIN
TH
BEAM
650
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
DRAWING NO.3
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
650
650
Size - 650mm x 650mm
Verandah Column (125mm x 125mm)connected with plinth beam
-8
F-9 upto F-11 125
- 25.2 sq.m - 10.28 sq.m
- 35.48 sq.m (381 sq.ft.)
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
2400
Local Timber purlin members
CGI Sheet (Main Roof Cover)
150mm x 150mm RCC Column
125mm x 125mm RCCVerandah Column
CGI Sheet (Verandah portion)
Local Timber purlin members
2200
Local Wooden Frame Windowwith Glass / Grill window
Bamboo Mat Wall
300PLINTH LEVEL
Half Brick / Stone / Mud Block wall125mm Thick
2600
GROUND LEVELGROUND LEVEL
2400
Local Timber purlin members
CGI Sheet (Main Roof Cover)
150mm x 150mm RCC Column
125mm x 125mm RCCVerandah Column
CGI Sheet (Verandah portion)
Local Timber purlin members
2200
Local Wooden Frame Windowwith Glass / Grill window
Bamboo Mat Wall
300
PLINTH LEVEL
Half Brick / Stone / Mud Block wall125mm Thick
2600
GROUND LEVEL GROUND LEVEL
3000
1200
-9
STAIRSTREAD - 300mmRISER - 150mm
STAIRSTREAD - 300mmRISER - 150mm
(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.2 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
L1/3L1
COLUMN
L2/3
COLUMN
L2L2/3L1/3 L2/3
TYPICAL LONG SECTION OF PLINTH BEAM
SCHEDULED OF COLUMNS
Size - 175mm x 175mm
C-1 to C-9
SCHEDULED OF TIE BEAMS
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-9
CONTENTS :
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 175mm x 200mm
TYPICAL COLUMN SECTION
Min 650m
m to suit site and soil conditions
100
Ly
X
Y
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
650
650
Size - 650mm x 650mm
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.7PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :
LEFT & RIGHT ELEVATIONS
650
650
F-2
650
650
F-3
650
650
F-6
650
650
F-5
3750
TB-2
TB-7
TB-4 TB-5
C-2 C-3
C-5C-6
Plinth wall filling - with excavated soil (middle portion) with
250mm to 300mm thick stone masonry wall (only sides) for verandah portion
7500
1000
1000TB-10TB-9
Verandah Column (125mm x 125mm)connected with plinth beam
(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.2 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
L1/3L1
COLUMN
L2/3
COLUMN
L2L2/3L1/3 L2/3
TYPICAL LONG SECTION OF PLINTH BEAM
SCHEDULED OF COLUMNS
Size - 175mm x 175mm
C-1 to C-9
SCHEDULED OF TIE BEAMS
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
Stirrups6mm∅@150mm c/c throughout
TB1 & TB2
SCHEDULED OF FOOTINGS
F-1 to F-9
CONTENTS :
FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
Size - 175mm x 200mm
TYPICAL COLUMN SECTION
Min 650m
m to suit site and soil conditions
100
Ly
X
Y
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
Stirups6mm∅@150mm c/c throughout.
4-10mm∅
650
650
Size - 650mm x 650mm
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
ALL OPENINGS
re in mm
SCHEDULE OF DOORS
WINDOWS
VENTILATORS
SILL LEVEL
SILL LEVEL
SILL LEVEL
100
100
1000
DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,
1000
2100
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
DRAWING NO.7PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :
LEFT & RIGHT ELEVATIONS
800
800
-
300
300
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
PLINTH LEVEL
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
175mm x 175mm RCC Column
Height of Roofing
300
300
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
Full Brick / Hollow Block wall125mm Thick
Local Wooden Frame Windowwith Glass / Grill window
300
2200 125mm x 125mm RCC
Verandah Column
2200 125mm x 125mm RCC
Verandah Column
175mm x 175mm RCC Column
Local Wooden Door
300
300
Local Wooden Door
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Verandah Portion)
CGI Sheet (Verandah Portion)
CGI Sheet(Verandah Portion)
CGI Sheet (Main Roof Cover)
CGI Sheet (Main Roof Cover)
CGI Sheet (Verandah portion)22
00
125mm x 125mm RCC Column(Verandah Portion)
CGI SHEET ROOF COVER(VERANDAH PORTION)
CGI SHEET - MAIN ROOF COVER
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m
TOTAL - 31.53 sq.m (339 sq.ft.)
DRAWING NO.8PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
900 x 2000
800 x 2000
100
100
1000
-
800 x 1000
-
--
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
2100450 x 300
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.8
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.5(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.4
CONTENTS :
ROOF PLAN
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.8
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.6(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.4
CONTENTS :
ROOF PLAN
cm c/c throughout
75
6mm∅bar
DESIGNED BY:
OFFICE OF THE DIRECTORATE OFOMMUNITY & RURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
300
Stone solingP.C.C (1:3:6)
4-10mmØStrps 6mm∅@12cm c/c throughout
DETAIL OF PLINTH WALL
SECTION OF ALL LINTELS
4-6mm∅
75
6mm∅bar
DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
CGI SHEET - MAIN ROOF COVER
CGI SHEET - MAIN ROOF COVER
CGI S
HEE
T - M
AIN
ROO
F CO
VER
CGI SHEET ROOF COVER(VERANDAH PORTION)
At 2550 level (at column height)
At 2550 level (at column height)
At +700 level (mid-portion)
At +700 level (mid-portion)
At 2550 level (at column height)
At 2550 level (at column height)
At 2
550
leve
l (at
colu
mn
heig
ht)
At 2200 level
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
PLINTH AREA:
CARPET AREA - 28.08 sq.mVERANDAH - 7.2 sq.m
TOTAL - 35.28 sq.m (379 sq.ft.)
- 25.76 sq.m - 6.26 sq.m
- 32 sq.m (344 sq.ft.)
PLINTH AREA:
CARPET AREA - 25.76 sq.mVERANDAH - 6.26 sq.m
TOTAL - 32 sq.m (344 sq.ft.)
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
-
D X Y(mm) (mm) (mm)
300 650 650
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
300 500 500 -
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)
DRAWING NO.8
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
cm c/c throughout
75
OFFICE OF THE DIRECTORATE OF& RURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
-
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
DRAWING NO.1PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS) CONTENTS :
ROOF PLAN
DESIGNED BY
OFFICE OF THE COMMUNITY MEGHALAYA, SHILLONG.
DRAWN BY
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
PLINTH AREA:
CARPET AREA - 23.4 sq.mVERANDAH - 6.2 sq.m
TOTAL - 29.6 sq.m (318.2 sq.ft.)
At 2400mm level
At 2600mm level
At 2200mm level
CGI SHEET ROOF COVER(VERANDAH PORTION)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.8
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW
LEFT VIEW
300
300
100
75
Stone solingP.C.C (1:3:6)
4-10mmØStrps 6mm∅@12cm c/c throughout
DETAIL OF PLINTH WALL
TIE BEAM
PLINTH WALL
4-6mmØ
SECTION OF ALL LINTELS
4-6mm∅
75
300400
6mm∅stirrups
150
100
6mm∅bar
DRAWING NO.3 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
FOOTING NO. A x B D X Y(mm x mm) (mm) (mm) (mm)
F-1 upto F-6 175 x 175 300 650 650
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
F-7 upto F-9 125 x 125 300 500 500 -
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.10(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000800 x 1000
OFFICE OF THE DIRECTORATE OF& RURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
2250800 x 300
1000600 x 1000
2100600 x 300
CGI SHEET ROOF COVER(VERANDAH PORTION)
CGI SHEET - MAIN ROOF COVER
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
DRAWING NO.8
CONTENTS :
FRONT, REAR, LEFT & RIGHT 3-D VIEWS
FRONT VIEW
LEFT VIEW
300
300
100
75
Stone solingP.C.C (1:3:6)
4-10mmØStrps 6mm∅@12cm c/c throughout
DETAIL OF PLINTH WALL
TIE BEAM
PLINTH WALL
4-6mmØ
SECTION OF ALL LINTELS
4-6mm∅
75
300400
6mm∅stirrups
150
100
6mm∅bar
DRAWING NO.3 DESIGNED BY:
OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.
CONTENTS :
DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS
FOOTING NO. A x B D X Y(mm x mm) (mm) (mm) (mm)
175 x 175 300 650 650
Reinforcement (Jali)
6mm∅@12cmc/c
TABLE SHOWING DETAILS OF COLUMN FOOTINGS
125 x 125 300 500 500 -
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.
PROJECT TITLE :
PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)
PLINTH AREA:
CARPET AREA - 22.5 sq.mVERANDAH - 7.65 sq.m
TOTAL - 30.15 sq.m (324 sq.ft.)
SCHEDULE OF ALL OPENINGS
All Dimensions are in mm
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
SCHEDULE OF VENTILATORS
DOOR
WINDOW
SILL LEVEL
VENTILATOR
W x H
W x H
W x H
SILL LEVEL
SILL LEVEL
D-1
D-2
W-1
W-2
V-1
V-2
900 x 2000
800 x 2000
100
100
1000800 x 1000
OFFICE OF THE DIRECTORATE OF& RURAL DEVELOPMENT,
MEGHALAYA, SHILLONG.
DRAWN BY:
ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.
1000600 x 1000
2100600 x 300
- -
F-1 upto F-6
F-7 upto F-9
Recommended