General Notes

1. Foundation depth might change to suit

subsoil condition as directed by enginers
2.Reinforced concrete should be grade 30 for
footing and columns and grade 25 for slab ,
S R Q P O N M LK J I H G F E D C B A
stairs, and beams.
3.Plain concrete shall be grade 15
64390
4. Reinforcement from each lot shall be tested
and the result intimidated to the engineer
300 3,200 586 2,700 687 2,700 883 2,700 861 2,700 796 2,700 715 2,700 3,100 611 2,700 753 2,700 792 2,700 755 2,700 906 2,700 763 2,700 874 2,700 843 2,700 768 2,700 435
before use
3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 5. unless otherwise specified minimum cover to
300 reiforcement shall be as follows,
1 1
Columns 25mm
14
13
Slabs and beams 25mm
15

16
12

11
Foundation in dry soil 40mm
10
Foundation in water logged soil 40mm
17

9
18

8
19

19G x 327
20R x 155
E-09
7
20
8,700

8,700
8450

8450
6.Reinforcement steel of varying lengthes and
DOWN 6

curved shape are to be bents to suit structural

4

UP
1
shape.
7. The motor for construction should be of
designation (iii)
8. The minimum compressive strength of the
2 2 construction blocks should be 5.5N/mm2.
9. All dimension are in mm
216
278 235 493 240 222 229 193 251 235
1,558 1,100 1,260 1,350 1,300 790 2,700 585 1,350 1,300 1,300 2,063 2,700 592 1,350 1,300 300 300 3770 570 1,300 1,350 544 2,700 744 1,350 1,300 806 1,507 1,350 790 2,700 546 1,545 1,300 751 1,300 1,350 712 2,700 575 1,350 1,300 510

3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770

64390 Client

S R Q P O N M LK J I H G F E D C B A

GROUND FLOOR PLAN

S R Q P O N M LK J I H G F E D C B A

7,150 52,866

300 3,200 586 2,700 687 2,700 883 2,700 861 2,700 796 2,700 715 2,700 3,100 611 2,700 753 2,700 792 2,700 755 2,700 906 2,700 763 2,700 874 2,700 843 2,700 768 2,700 435 Consultant
3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770
300

1 1

13
14

12
15

11
16

10
17

9
18

8
19
19G x 327
20R x 155

7
20
8,700

8,700
8450

8450
DOWN 6

1
UP

Project Name

REDISIGN OF PENGO BLOCK IN

2 2
ST.JOSEPH
216
278 235 493 240 222 229 193 251 235
1,558 1,100 1,260 1,350 1,300 790 2,700 585 1,350 1,300 1,300 2,063 2,700 592 1,350 1,300 300 300 3770 570 1,300 1,350 544 2,700 744 1,350 1,300 806 1,507 1,350 790 2,700 546 1,545 1,300 751 1,300 1,350 712 2,700 575 1,350 1,300 510

3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770 3770

64390
Building Type

S R Q P O N M LK J I H G F E D C B A INSTITUTIONAL BUILDING

FIRST FLOOR PLAN

Drawing Title

GROUND FLOOR PLAN

ANALYSIS AND DETAILS

DRAWN BY CHECKED BY DATE

GROUP NO 2 ................... 7TH JUNE 2024

SCALE DRAWING REVISION

1:100 NO 1

GSPublisherVersion 0.6.100.100